EE0079 ***********************************************************************
EE0079  DESIGNATION -  M 57
EE0079  PID         -  EE0079
EE0079  STATE/COUNTY-  GA/PICKENS
EE0079  USGS QUAD   -  JASPER (1997)
EE0079
EE0079                         *CURRENT SURVEY CONTROL
EE0079  ___________________________________________________________________
EE0079* NAD 83(1986)-  34 24 53.     (N)    084 23 12.     (W)     SCALED
EE0079* NAVD 88     -       397.826  (meters)    1305.20   (feet)  ADJUSTED
EE0079  ___________________________________________________________________
EE0079  GEOID HEIGHT-         -29.34  (meters)                     GEOID99
EE0079  DYNAMIC HT  -         397.398 (meters)    1303.80  (feet)  COMP
EE0079  MODELED GRAV-     979,547.5   (mgal)                       NAVD 88
EE0079
EE0079  VERT ORDER  -  SECOND    CLASS 0
EE0079
EE0079.The horizontal coordinates were scaled from a topographic map and have
EE0079.an estimated accuracy of +/- 6 seconds.
EE0079
EE0079.The orthometric height was determined by differential leveling
EE0079.and adjusted by the National Geodetic Survey in June 1991.
EE0079
EE0079.The geoid height was determined by GEOID99.
EE0079
EE0079.The dynamic height is computed by dividing the NAVD 88
EE0079.geopotential number by the normal gravity value computed on the
EE0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
EE0079.degrees latitude (g = 980.6199 gals.).
EE0079
EE0079.The modeled gravity was interpolated from observed gravity values.
EE0079
EE0079;                    North         East    Units  Estimated Accuracy
EE0079;SPC GA W     -   489,530.      679,780.      MT  (+/- 180 meters Scaled)
EE0079
EE0079                          SUPERSEDED SURVEY CONTROL
EE0079
EE0079  NGVD 29     -       397.803  (m)         1305.13   (f) ADJ UNCH    2 0
EE0079
EE0079.Superseded values are not recommended for survey control.
EE0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
EE0079.See file dsdata.txt to determine how the superseded data were derived.
EE0079
EE0079_MARKER: DB = BENCH MARK DISK
EE0079_SETTING: 30 = GRANITE WALL
EE0079_STAMPING: M 57 1933 1305.125
EE0079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
EE0079
EE0079  HISTORY     - Date     Condition        Recov. By
EE0079  HISTORY     - 1933     MONUMENTED       CGS
EE0079  HISTORY     - 1972     GOOD             NGS
EE0079  HISTORY     - 1976     GOOD             LOCENG
EE0079
EE0079                          STATION DESCRIPTION
EE0079
EE0079''DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
EE0079''AT TATE.
EE0079''AT TATE, ALONG THE LOUISVILLE AND NASHVILLE RAILROAD, 165 YARDS
EE0079''NORTH OF THE NORTHWEST CORNER OF THE STATION, 132 FEET EAST OF
EE0079''THE EAST RAIL OF THE MAIN TRACK, SET VERTICALLY IN THE 4-FOOT
EE0079''HIGH GRANITE WALL AROUND THE TATE FAMILY PLOT IN THE TATE CEMETERY
EE0079''6.0 FEET NORTH OF THE SOUTHWEST CORNER OF THE GRANITE WALL, 23
EE0079''FEET EAST OF THE CENTER LINE OF A ROAD THAT PARALLELS THE EAST
EE0079''SIDE OF THE TRACKS, 1.0 FOOT ABOVE THE GROUND, AND ABOUT 4 FEET
EE0079''ABOVE THE ROAD.
EE0079
EE0079                          STATION RECOVERY (1976)
EE0079
EE0079''RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
EE0079''RECOVERED IN GOOD CONDITION.