EE0084 ***********************************************************************
EE0084  DESIGNATION -  P 57
EE0084  PID         -  EE0084
EE0084  STATE/COUNTY-  GA/PICKENS
EE0084  USGS QUAD   -  JASPER (1997)
EE0084
EE0084                         *CURRENT SURVEY CONTROL
EE0084  ___________________________________________________________________
EE0084* NAD 83(1986)-  34 28 08.     (N)    084 25 50.     (W)     SCALED
EE0084* NAVD 88     -       452.508  (meters)    1484.60   (feet)  ADJUSTED
EE0084  ___________________________________________________________________
EE0084  GEOID HEIGHT-         -29.25  (meters)                     GEOID99
EE0084  DYNAMIC HT  -         452.019 (meters)    1483.00  (feet)  COMP
EE0084  MODELED GRAV-     979,542.1   (mgal)                       NAVD 88
EE0084
EE0084  VERT ORDER  -  SECOND    CLASS 0
EE0084
EE0084.The horizontal coordinates were scaled from a topographic map and have
EE0084.an estimated accuracy of +/- 6 seconds.
EE0084
EE0084.The orthometric height was determined by differential leveling
EE0084.and adjusted by the National Geodetic Survey in June 1991.
EE0084
EE0084.The geoid height was determined by GEOID99.
EE0084
EE0084.The dynamic height is computed by dividing the NAVD 88
EE0084.geopotential number by the normal gravity value computed on the
EE0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
EE0084.degrees latitude (g = 980.6199 gals.).
EE0084
EE0084.The modeled gravity was interpolated from observed gravity values.
EE0084
EE0084;                    North         East    Units  Estimated Accuracy
EE0084;SPC GA W     -   495,540.      675,760.      MT  (+/- 180 meters Scaled)
EE0084
EE0084                          SUPERSEDED SURVEY CONTROL
EE0084
EE0084  NGVD 29     -       452.483  (m)         1484.52   (f) ADJ UNCH    2 0
EE0084
EE0084.Superseded values are not recommended for survey control.
EE0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
EE0084.See file dsdata.txt to determine how the superseded data were derived.
EE0084
EE0084_MARKER: DB = BENCH MARK DISK
EE0084_SETTING: 36 = BLDG
EE0084_STAMPING: P 57 1933 1484.521
EE0084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
EE0084
EE0084  HISTORY     - Date     Condition        Recov. By
EE0084  HISTORY     - 1933     MONUMENTED       CGS
EE0084  HISTORY     - 1972     GOOD             NGS
EE0084  HISTORY     - 1976     GOOD             LOCENG
EE0084
EE0084                          STATION DESCRIPTION
EE0084
EE0084''DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
EE0084''AT JASPER.
EE0084''AT JASPER, 62 YARDS SOUTHWEST OF THE WEST CORNER OF THE COUNTY
EE0084''COURTHOUSE, SET VERTICALLY IN THE EAST CORNER OF THE 2ND
EE0084''COMMERCIAL BUILDING NORTHWEST OF THE INTERSECTION OF MAIN STREET
EE0084''AND STEGALL DRIVE, 1.1 FEET NORTHWEST OF THE EAST CORNER OF THE
EE0084''BUILDING, 1.4 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF THE
EE0084''ENTRANCE TO THE BUILDING, 50 FEET SOUTHWEST OF THE CENTER LINE OF
EE0084''MAIN STREET, 52 FEET NORTHWEST OF THE CENTER LINE OF STEGALL
EE0084''DRIVE, AND ABOUT 4.2 FEET ABOVE THE SIDEWALK.
EE0084
EE0084                          STATION RECOVERY (1976)
EE0084
EE0084''RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
EE0084''RECOVERED IN GOOD CONDITION.