BS0893 ***********************************************************************
BS0893  DESIGNATION -  B 275
BS0893  PID         -  BS0893
BS0893  STATE/COUNTY-  GA/IRWIN
BS0893  USGS QUAD   -  FITZGERALD WEST (1987)
BS0893
BS0893                         *CURRENT SURVEY CONTROL
BS0893  ___________________________________________________________________
BS0893* NAD 83(1986)-  31 39 18.     (N)    083 19 43.     (W)     SCALED
BS0893* NAVD 88     -       114.638  (meters)     376.11   (feet)  ADJUSTED
BS0893  ___________________________________________________________________
BS0893  GEOID HEIGHT-         -27.00  (meters)                     GEOID99
BS0893  DYNAMIC HT  -         114.500 (meters)     375.66  (feet)  COMP
BS0893  MODELED GRAV-     979,438.8   (mgal)                       NAVD 88
BS0893
BS0893  VERT ORDER  -  FIRST     CLASS II
BS0893
BS0893.The horizontal coordinates were scaled from a topographic map and have
BS0893.an estimated accuracy of +/- 6 seconds.
BS0893
BS0893.The orthometric height was determined by differential leveling
BS0893.and adjusted by the National Geodetic Survey in June 1991.
BS0893
BS0893.The geoid height was determined by GEOID99.
BS0893
BS0893.The dynamic height is computed by dividing the NAVD 88
BS0893.geopotential number by the normal gravity value computed on the
BS0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
BS0893.degrees latitude (g = 980.6199 gals.).
BS0893
BS0893.The modeled gravity was interpolated from observed gravity values.
BS0893
BS0893;                    North         East    Units  Estimated Accuracy
BS0893;SPC GA W     -   183,770.      779,480.      MT  (+/- 180 meters Scaled)
BS0893
BS0893                          SUPERSEDED SURVEY CONTROL
BS0893
BS0893  NGVD 29     -       114.830  (m)          376.74   (f) ADJ UNCH    1 2
BS0893
BS0893.Superseded values are not recommended for survey control.
BS0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
BS0893.See file dsdata.txt to determine how the superseded data were derived.
BS0893
BS0893_MARKER: DB = BENCH MARK DISK
BS0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
BS0893_STAMPING: B 275 1962
BS0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
BS0893+STABILITY: SURFACE MOTION
BS0893
BS0893  HISTORY     - Date     Condition        Recov. By
BS0893  HISTORY     - 1962     MONUMENTED       CGS
BS0893  HISTORY     - 1979     GOOD             NGS
BS0893
BS0893                          STATION DESCRIPTION
BS0893
BS0893''DESCRIBED BY COAST AND GEODETIC SURVEY 1962
BS0893''3.4 MI N FROM MYSTIC.
BS0893''ABOUT 1.4 MILES NORTHWEST ALONG STATE HIGHWAY 32 FROM THE GRADE
BS0893''SCHOOL AT MYSTIC, THENCE 1.25 MILES NORTHEAST ALONG A GRADED ROAD,
BS0893''THENCE 0.8 MILE NORTHEAST ALONG STATE HIGHWAY 107, ABOUT 7.05
BS0893''MILES SOUTHWEST ALONG STATE HIGHWAY 107 FROM THE COURTHOUSE AT
BS0893''FITZGERALD (BEN HILL COUNTY), 0.95 MILE SOUTHWEST OF THE JUNCTION
BS0893''OF A GRADED ROAD LEADING EAST, NEAR THE JUNCTION OF A DIM WOODS
BS0893''ROAD LEADING EAST, 57 FEET SOUTHEAST OF THE CENTER LINE OF THE
BS0893''HIGHWAY, 25 FEET NORTHEAST OF THE CENTER LINE OF THE WOODS ROAD,
BS0893''3 1/2 FEET SOUTHWEST OF A POWER LINE POLE AND IN LINE WITH ROW
BS0893''OF POLES, 1.5 FEET SOUTHWEST OF A STEEL WITNESS POST, 2 FEET
BS0893''BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
BS0893''POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
BS0893
BS0893                          STATION RECOVERY (1979)
BS0893
BS0893''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
BS0893''RECOVERED IN GOOD CONDITION.