EE0433 ***********************************************************************
EE0433  DESIGNATION -  B 119
EE0433  PID         -  EE0433
EE0433  STATE/COUNTY-  GA/WALKER
EE0433  USGS QUAD   -  FORT OGLETHORPE (1982)
EE0433
EE0433                         *CURRENT SURVEY CONTROL
EE0433  ___________________________________________________________________
EE0433* NAD 83(1986)-  34 56 04.     (N)    085 17 48.     (W)     SCALED
EE0433* NAVD 88     -       265.489  (meters)     871.03   (feet)  ADJUSTED
EE0433  ___________________________________________________________________
EE0433  GEOID HEIGHT-         -29.49  (meters)                     GEOID99
EE0433  DYNAMIC HT  -         265.222 (meters)     870.15  (feet)  COMP
EE0433  MODELED GRAV-     979,622.4   (mgal)                       NAVD 88
EE0433
EE0433  VERT ORDER  -  SECOND    CLASS 0
EE0433
EE0433.The horizontal coordinates were scaled from a topographic map and have
EE0433.an estimated accuracy of +/- 6 seconds.
EE0433
EE0433.The orthometric height was determined by differential leveling
EE0433.and adjusted by the National Geodetic Survey in June 1991.
EE0433
EE0433.The geoid height was determined by GEOID99.
EE0433
EE0433.The dynamic height is computed by dividing the NAVD 88
EE0433.geopotential number by the normal gravity value computed on the
EE0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
EE0433.degrees latitude (g = 980.6199 gals.).
EE0433
EE0433.The modeled gravity was interpolated from observed gravity values.
EE0433
EE0433;                    North         East    Units  Estimated Accuracy
EE0433;SPC GA W     -   547,740.      596,770.      MT  (+/- 180 meters Scaled)
EE0433
EE0433                          SUPERSEDED SURVEY CONTROL
EE0433
EE0433  NGVD 29     -       265.498  (m)          871.05   (f) ADJ UNCH    2 0
EE0433
EE0433.Superseded values are not recommended for survey control.
EE0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
EE0433.See file dsdata.txt to determine how the superseded data were derived.
EE0433
EE0433_MARKER: DB = BENCH MARK DISK
EE0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
EE0433_STAMPING: B 119 1934
EE0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
EE0433+STABILITY: SURFACE MOTION
EE0433
EE0433  HISTORY     - Date     Condition        Recov. By
EE0433  HISTORY     - 1934     MONUMENTED       CGS
EE0433  HISTORY     - 1972     GOOD             NGS
EE0433  HISTORY     - 1989     GOOD             USPSQD
EE0433
EE0433                          STATION DESCRIPTION
EE0433
EE0433''DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
EE0433''3.7 MI S FROM ROSSVILLE.
EE0433''ABOUT 0.4 MILE SOUTHWEST ALONG STATE HIGHWAY 2 (MC FARLAND AVENUE)
EE0433''FROM THE POST OFFICE AT ROSSVILLE, THENCE 2.25 MILE SOUTH ALONG
EE0433''THE CENTRAL OF GEORGIA RAILWAY, 11 RAILS NORTHWEST OF MILEPOST 441,
EE0433''18 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, 86 FEET
EE0433''SOUTHEAST OF THE CENTER OF A PRIVATE ROAD CROSSING, 6 FEET
EE0433''SOUTHWEST OF A RIGHT-OF-WAY FENCE, ON THE SIDE OF A BANK THAT
EE0433''SLOPES TO THE NORTHWEST, 0.5 FOOT SOUTH OF A METAL WITNESS POST,
EE0433''ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK, AND SET IN THE TOP
EE0433''OF A CONCRETE POST ABOUT 1 INCH BELOW GROUND.
EE0433
EE0433                          STATION RECOVERY (1989)
EE0433
EE0433''RECOVERY NOTE BY US POWER SQUADRON 1989 (KMS)
EE0433''RECOVERED IN GOOD CONDITION.