BS0985 ***********************************************************************
BS0985  DESIGNATION -  9 E 66
BS0985  PID         -  BS0985
BS0985  STATE/COUNTY-  GA/CRISP
BS0985  USGS QUAD   -  PENIA (1977)
BS0985
BS0985                         *CURRENT SURVEY CONTROL
BS0985  ___________________________________________________________________
BS0985* NAD 83(1986)-  31 58 03.     (N)    083 44 43.     (W)     SCALED
BS0985* NAVD 88     -       108.337  (meters)     355.44   (feet)  ADJUSTED
BS0985  ___________________________________________________________________
BS0985  GEOID HEIGHT-         -26.95  (meters)                     GEOID99
BS0985  DYNAMIC HT  -         108.209 (meters)     355.02  (feet)  COMP
BS0985  MODELED GRAV-     979,457.1   (mgal)                       NAVD 88
BS0985
BS0985  VERT ORDER  -  SECOND    CLASS 0
BS0985
BS0985.The horizontal coordinates were scaled from a topographic map and have
BS0985.an estimated accuracy of +/- 6 seconds.
BS0985
BS0985.The orthometric height was determined by differential leveling
BS0985.and adjusted by the National Geodetic Survey in June 1991.
BS0985
BS0985.The geoid height was determined by GEOID99.
BS0985
BS0985.The dynamic height is computed by dividing the NAVD 88
BS0985.geopotential number by the normal gravity value computed on the
BS0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
BS0985.degrees latitude (g = 980.6199 gals.).
BS0985
BS0985.The modeled gravity was interpolated from observed gravity values.
BS0985
BS0985;                    North         East    Units  Estimated Accuracy
BS0985;SPC GA W     -   218,190.      739,830.      MT  (+/- 180 meters Scaled)
BS0985
BS0985                          SUPERSEDED SURVEY CONTROL
BS0985
BS0985  NGVD 29     -       108.504  (m)          355.98   (f) ADJ UNCH    2 0
BS0985
BS0985.Superseded values are not recommended for survey control.
BS0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
BS0985.See file dsdata.txt to determine how the superseded data were derived.
BS0985
BS0985_MARKER: DD = SURVEY DISK
BS0985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
BS0985_STAMPING: 9 E 66
BS0985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
BS0985+STABILITY: SURFACE MOTION
BS0985
BS0985  HISTORY     - Date     Condition        Recov. By
BS0985  HISTORY     - UNK      MONUMENTED       GAGS
BS0985  HISTORY     - 1934     GOOD             NGS
BS0985
BS0985                          STATION DESCRIPTION
BS0985
BS0985''DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
BS0985''2.5 MI E FROM CORDELE.
BS0985''ABOUT 2.5 MILES EAST ALONG THE SEABOARD AIR LINE RAILWAY FROM
BS0985''THE UNION STATION AT CORDELE, CRISP COUNTY, 75 FEET SOUTHEAST
BS0985''OF POLE 1417, AT A ROAD CROSSING, 14 FEET WEST OF THE CENTER
BS0985''LINE OF THE ROAD, AND 4.7 FEET NORTH OF THE NORTH RAIL.  A STATE
BS0985''SURVEY STANDARD DISK, STAMPED 9 E 66 AND SET IN THE TOP OF A
BS0985''CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.