EC0612 ***********************************************************************
EC0612  DESIGNATION -  P 22
EC0612  PID         -  EC0612
EC0612  STATE/COUNTY-  SC/NEWBERRY
EC0612  USGS QUAD   -  WHITMIRE NORTH (1970)
EC0612
EC0612                         *CURRENT SURVEY CONTROL
EC0612  ___________________________________________________________________
EC0612* NAD 83(1986)-  34 30 06.     (N)    081 36 51.     (W)     SCALED
EC0612* NAVD 88     -       130.486  (meters)     428.10   (feet)  ADJUSTED
EC0612  ___________________________________________________________________
EC0612  GEOID HEIGHT-         -30.51  (meters)                     GEOID99
EC0612  DYNAMIC HT  -         130.359 (meters)     427.69  (feet)  COMP
EC0612  MODELED GRAV-     979,662.5   (mgal)                       NAVD 88
EC0612
EC0612  VERT ORDER  -  SECOND    CLASS 0
EC0612
EC0612.The horizontal coordinates were scaled from a topographic map and have
EC0612.an estimated accuracy of +/- 6 seconds.
EC0612
EC0612.The orthometric height was determined by differential leveling
EC0612.and adjusted by the National Geodetic Survey in June 1991.
EC0612
EC0612.The geoid height was determined by GEOID99.
EC0612
EC0612.The dynamic height is computed by dividing the NAVD 88
EC0612.geopotential number by the normal gravity value computed on the
EC0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
EC0612.degrees latitude (g = 980.6199 gals.).
EC0612
EC0612.The modeled gravity was interpolated from observed gravity values.
EC0612
EC0612;                    North         East    Units  Estimated Accuracy
EC0612;SPC SC       -   296,080.      553,200.      MT  (+/- 180 meters Scaled)
EC0612
EC0612                          SUPERSEDED SURVEY CONTROL
EC0612
EC0612  NGVD 29     -       130.655  (m)          428.66   (f) ADJ UNCH    2 0
EC0612
EC0612.Superseded values are not recommended for survey control.
EC0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
EC0612.See file dsdata.txt to determine how the superseded data were derived.
EC0612
EC0612_MARKER: DB = BENCH MARK DISK
EC0612_SETTING: 36 = BUILDING
EC0612_STAMPING: P 22 1934
EC0612_MAGNETIC: N = NO MAGNETIC MATERIAL
EC0612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
EC0612_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
EC0612+SATELLITE: SATELLITE OBSERVATIONS - February 16, 1998
EC0612
EC0612  HISTORY     - Date     Condition        Recov. By
EC0612  HISTORY     - 1934     MONUMENTED       CGS
EC0612  HISTORY     - 1968     GOOD             USGS
EC0612  HISTORY     - 1987     GOOD             USPSQD
EC0612  HISTORY     - 19980216 GOOD             SCGS
EC0612
EC0612                          STATION DESCRIPTION
EC0612
EC0612''DESCRIBED BY COAST AND GEODETIC SURVEY 1934
EC0612''AT WHITMIRE.
EC0612''AT WHITMIRE, NEWBERRY COUNTY, IN THE SOUTHWEST BRICK WALL OF THE
EC0612''CITY HALL, 72 FEET NORTHWEST OF THE CENTER LINE OF GILLIAM STREET,
EC0612''ABOUT 60 FEET NORTHEAST OF THE CENTER LINE OF MAIN STREET,
EC0612''1-1/4 FEET SOUTHEAST OF THE WEST CORNER OF THE BUILDING, AND
EC0612''ABOUT 5 FEET ABOVE THE SIDEWALK.  A STANDARD DISK, STAMPED 428.739
EC0612''P 22 1934 AND SET VERTICALLY.
EC0612
EC0612                          STATION RECOVERY (1968)
EC0612
EC0612''RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
EC0612''RECOVERED IN GOOD CONDITION.
EC0612
EC0612                          STATION RECOVERY (1987)
EC0612
EC0612''RECOVERY NOTE BY US POWER SQUADRON 1987 (RM)
EC0612''RECOVERED IN GOOD CONDITION.
EC0612
EC0612                          STATION RECOVERY (1998)
EC0612
EC0612''RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1998 (DDW)
EC0612''STATION IS LOCATED IN WHITMIRE, 15.7 MILES (25.3 KM) NORTH OF
EC0612''NEWBERRY.  OWNERSHIP--TOWN OF WHITMIRE.  TO REACH THE STATION FROM THE
EC0612''JUNCTION OF STATE HIGHWAYS 66 (GLENN STREET) AND 72 (CHURCH STREET) IN
EC0612''WHITMIRE, GO NORTHWEST ON HIGHWAY 72 FOR 0.1 MILE (0.2 KM) TO THE
EC0612''JUNCTION OF STATE ROAD 109 (GILLIAM STREET) , TURN LEFT ON ROAD 109
EC0612''FOR 0.1 MILE (0.2 KM) TO THE STATION SET VERTICALLY IN THE SOUTHWEST
EC0612''FACE OF THE TOWN HALL IN THE NORTH ANGLE OF THE JUNCTION OF STATE ROAD
EC0612''53 (SOUTH MAIN STREET) .  STATION IS A DISK SET VERTICALLY IN WALL AND
EC0612''5.0 FEET (1.5 M) ABOVE THE SIDEWALK, 1.0 FEET (0.3 M) SOUTHEAST OF THE
EC0612''WEST CORNER OF THE BUILDING, 71.4 FEET (21.8 M) NORTH NORTHWEST OF THE
EC0612''CENTER OF GILLIAM STREET, 50.7 FEET (15.5 M) NORTHEAST OF THE CENTER
EC0612''OF SOUTH MAIN STREET, 16.6 FEET (5.1 M) EAST NORTHEAST OF A POWER POLE
EC0612''WITH GUY WIRE.  RECOVERED BY C.J.  STONE.