EE0003 ***********************************************************************
EE0003  DESIGNATION -  X 57
EE0003  PID         -  EE0003
EE0003  STATE/COUNTY-  GA/GILMER
EE0003  USGS QUAD   -  ELLIJAY (1971)
EE0003
EE0003                         *CURRENT SURVEY CONTROL
EE0003  ___________________________________________________________________
EE0003* NAD 83(1986)-  34 41 14.     (N)    084 28 49.     (W)     SCALED
EE0003* NAVD 88     -       384.236  (meters)    1260.61   (feet)  ADJUSTED
EE0003  ___________________________________________________________________
EE0003  GEOID HEIGHT-         -29.00  (meters)                     GEOID99
EE0003  DYNAMIC HT  -         383.836 (meters)    1259.30  (feet)  COMP
EE0003  MODELED GRAV-     979,583.8   (mgal)                       NAVD 88
EE0003
EE0003  VERT ORDER  -  SECOND    CLASS 0
EE0003
EE0003.The horizontal coordinates were scaled from a topographic map and have
EE0003.an estimated accuracy of +/- 6 seconds.
EE0003
EE0003.The orthometric height was determined by differential leveling
EE0003.and adjusted by the National Geodetic Survey in June 1991.
EE0003
EE0003.The geoid height was determined by GEOID99.
EE0003
EE0003.The dynamic height is computed by dividing the NAVD 88
EE0003.geopotential number by the normal gravity value computed on the
EE0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
EE0003.degrees latitude (g = 980.6199 gals.).
EE0003
EE0003.The modeled gravity was interpolated from observed gravity values.
EE0003
EE0003;                    North         East    Units  Estimated Accuracy
EE0003;SPC GA W     -   519,770.      671,270.      MT  (+/- 180 meters Scaled)
EE0003
EE0003                          SUPERSEDED SURVEY CONTROL
EE0003
EE0003  NGVD 29     -       384.235  (m)         1260.61   (f) ADJ UNCH    2 0
EE0003
EE0003.Superseded values are not recommended for survey control.
EE0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
EE0003.See file dsdata.txt to determine how the superseded data were derived.
EE0003
EE0003_MARKER: DB = BENCH MARK DISK
EE0003_SETTING: 30 = STEPS
EE0003_STAMPING: X 57 1933 1260.611
EE0003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
EE0003
EE0003  HISTORY     - Date     Condition        Recov. By
EE0003  HISTORY     - 1933     MONUMENTED       CGS
EE0003  HISTORY     - 1972     GOOD             NGS
EE0003
EE0003                          STATION DESCRIPTION
EE0003
EE0003''DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
EE0003''0.8 MI SE FROM ELLIJAY.
EE0003''ABOUT 0.5 MILE EAST ALONG STATE HIGHWAY 52 (RIVER STREET) FROM
EE0003''THE COUNTY COURTHOUSE AT ELLIJAY, THENCE 0.3 MILE SOUTH ALONG
EE0003''THE LOUISVILLE AND NASHVILLE RAILROAD, 212 1/2 FEET SOUTH OF
EE0003''MILEPOST 411, 10 FEET EAST OF THE EAST RAIL, SET IN THE CENTER
EE0003''OF THE TOP OF THE 1ST STEP BELOW THE TOP OF THE EAST END OF THE
EE0003''NORTH STONE ABUTMENT OF RAILROAD BRIDGE NUMBER 96 OVER THE
EE0003''ELLIJAY RIVER, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK.