1        National Geodetic Survey,   Retrieval Date = JANUARY  6, 2003
 DJ0971 ***********************************************************************
 DJ0971  DESIGNATION -  WEST POINT 1
 DJ0971  PID         -  DJ0971
 DJ0971  STATE/COUNTY-  MS/CLAY
 DJ0971  USGS QUAD   -  WEST POINT (1987)
 DJ0971
 DJ0971                         *CURRENT SURVEY CONTROL
 DJ0971  ___________________________________________________________________
 DJ0971* NAD 83(1986)-  33 36 15.     (N)    088 38 50.     (W)     SCALED    
 DJ0971* NAVD 88     -        74.028  (meters)     242.87   (feet)  ADJUSTED  
 DJ0971  ___________________________________________________________________
 DJ0971  GEOID HEIGHT-         -27.90  (meters)                     GEOID99
 DJ0971  DYNAMIC HT  -          73.950 (meters)     242.62  (feet)  COMP
 DJ0971  MODELED GRAV-     979,587.1   (mgal)                       NAVD 88
 DJ0971
 DJ0971  VERT ORDER  -  FIRST     CLASS II
 DJ0971
 DJ0971.The horizontal coordinates were scaled from a topographic map and have
 DJ0971.an estimated accuracy of +/- 6 seconds.
 DJ0971
 DJ0971.The orthometric height was determined by differential leveling
 DJ0971.and adjusted by the National Geodetic Survey in June 1991.
 DJ0971.WARNING-Repeat measurements at this control monument indicate possible
 DJ0971.vertical movement.
 DJ0971
 DJ0971.The geoid height was determined by GEOID99.
 DJ0971
 DJ0971.The dynamic height is computed by dividing the NAVD 88
 DJ0971.geopotential number by the normal gravity value computed on the
 DJ0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0971.degrees latitude (g = 980.6199 gals.).
 DJ0971
 DJ0971.The modeled gravity was interpolated from observed gravity values.
 DJ0971
 DJ0971;                    North         East    Units  Estimated Accuracy
 DJ0971;SPC MS E     -   455,060.      317,270.      MT  (+/- 180 meters Scaled)
 DJ0971
 DJ0971                          SUPERSEDED SURVEY CONTROL
 DJ0971
 DJ0971  NGVD 29     -        74.034  (m)          242.89   (f) ADJ UNCH    1 2
 DJ0971
 DJ0971.Superseded values are not recommended for survey control.
 DJ0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0971.See file dsdata.txt to determine how the superseded data were derived.
 DJ0971
 DJ0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC471194(NAD 83)
 DJ0971_MARKER: B = BOLT
 DJ0971_SETTING: 0 = UNSPECIFIED SETTING
 DJ0971_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ0971_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ0971+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2002
 DJ0971
 DJ0971  HISTORY     - Date     Condition        Report By
 DJ0971  HISTORY     - UNK      MONUMENTED       CGS
 DJ0971  HISTORY     - 1962     GOOD             MSHD
 DJ0971  HISTORY     - 1980     GOOD             MSHD
 DJ0971  HISTORY     - 1983     GOOD             NGS
 DJ0971  HISTORY     - 20021201 GOOD             INDIV
 DJ0971
 DJ0971                          STATION DESCRIPTION
 DJ0971
 DJ0971'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1962
 DJ0971'IN WEST POINT.
 DJ0971'THE MARK IS A BOLT SET IN CEMENT IN A DRILLED HOLE 22 FEET EAST OF THE
 DJ0971'CENTER OF THE MAIN ENTRANCE TO THE POST OFFICE, 18.8 FEET WEST OF THE
 DJ0971'NORTHEAST CORNER, IN THE TOP OF THE WATER TABLE, 3 FEET ABOVE THE
 DJ0971'LEVEL OF THE SIDE WALK AND PROJECTS ONE-HALF INCH.
 DJ0971
 DJ0971                          STATION RECOVERY (1980)
 DJ0971
 DJ0971'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1980
 DJ0971'AS DESCRIBED IN 1962 WITH FOLLOWING EXCEPTION, THE BLDG IS NOW THE
 DJ0971'POLICE DEPT BLDG.
 DJ0971
 DJ0971                          STATION RECOVERY (1983)
 DJ0971
 DJ0971'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DJ0971'RECOVERED IN GOOD CONDITION.  NOTE, DELETE POST OFFICE, ADD WEST POINT
 DJ0971'POLICE DEPARTMENT ON BROAD STREET.
 DJ0971
 DJ0971                          STATION RECOVERY (2002)
 DJ0971
 DJ0971'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JLE)
 DJ0971'RECOVERED IN GOOD CONDITION.