CR0370 ***********************************************************************
CR0370  DESIGNATION -  D 1161
CR0370  PID         -  CR0370
CR0370  STATE/COUNTY-  TX/CHEROKEE
CR0370  USGS QUAD   -  MOUNT SELMAN (1976)
CR0370
CR0370                         *CURRENT SURVEY CONTROL
CR0370  ___________________________________________________________________
CR0370* NAD 83(1986)-  32 01 48.     (N)    095 16 49.     (W)     SCALED
CR0370* NAVD 88     -       217.439  (meters)     713.38   (feet)  ADJUSTED
CR0370  ___________________________________________________________________
CR0370  GEOID HEIGHT-         -26.27  (meters)                     GEOID99
CR0370  DYNAMIC HT  -         217.178 (meters)     712.52  (feet)  COMP
CR0370  MODELED GRAV-     979,432.4   (mgal)                       NAVD 88
CR0370
CR0370  VERT ORDER  -  FIRST     CLASS II
CR0370
CR0370.The horizontal coordinates were scaled from a topographic map and have
CR0370.an estimated accuracy of +/- 6 seconds.
CR0370
CR0370.The orthometric height was determined by differential leveling
CR0370.and adjusted by the National Geodetic Survey in June 1991.
CR0370
CR0370.The geoid height was determined by GEOID99.
CR0370
CR0370.The dynamic height is computed by dividing the NAVD 88
CR0370.geopotential number by the normal gravity value computed on the
CR0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
CR0370.degrees latitude (G = 980.6199 gals.).
CR0370
CR0370.The modeled gravity was interpolated from observed gravity values.
CR0370
CR0370;                    North         East    Units  Estimated Accuracy
CR0370;SPC TX C     - 3,272,840.    1,177,180.      MT  (+/- 180 meters Scaled)
CR0370
CR0370                          SUPERSEDED SURVEY CONTROL
CR0370
CR0370  NGVD 29     -       217.457  (m)          713.44   (f) ADJ UNCH    1 2
CR0370
CR0370.Superseded values are not recommended for survey control.
CR0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
CR0370.See file dsdata.txt to determine how the superseded data were derived.
CR0370
CR0370_MARKER: DB = BENCH MARK DISK
CR0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
CR0370_STAMPING: D 1161 1959
CR0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CR0370+STABILITY: SURFACE MOTION
CR0370
CR0370  HISTORY     - Date     Condition        Recov. By
CR0370  HISTORY     - 1959     MONUMENTED       CGS
CR0370  HISTORY     - 19910420 GOOD             USPSQD
CR0370  HISTORY     - 19960420 GOOD             USPSQD
CR0370
CR0370                          STATION DESCRIPTION
CR0370
CR0370''DESCRIBED BY COAST AND GEODETIC SURVEY 1959
CR0370''5.3 MI N FROM JACKSONVILLE.
CR0370''ABOUT 0.2 MILE WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
CR0370''STATION AT JACKSONVILLE, THENCE ABOUT 5.1 MILES NORTH ALONG THE ST.
CR0370''LOUIS SOUTHWESTERN RAILWAY, OR ABOUT 8.45 MILES SOUTH ALONG THE ST.
CR0370''LOUIS SOUTHWESTERN RAILROAD FROM THE POST OFFICE AT BULLARD, ABOUT 400
CR0370''YARDS EAST AND ACROSS U. S. HIGHWAY 69 FROM THE TRACKS, 122 FEET EAST
CR0370''OF THE CENTER LINE OF THE HIGHWAY, 26 FEET SOUTH OF THE SOUTHEAST
CR0370''STEEL LEG OF A LOOKOUT TOWER, AND IN THE TOP OF A CONCRETE POST
CR0370''PROJECTING 4 INCHES.
CR0370
CR0370                          STATION RECOVERY (1991)
CR0370
CR0370''RECOVERY NOTE BY US POWER SQUADRON 1991 (RHB)
CR0370''RECOVERED IN GOOD CONDITION.
CR0370
CR0370                          STATION RECOVERY (1996)
CR0370
CR0370''RECOVERY NOTE BY US POWER SQUADRON 1996
CR0370''RECOVERED IN GOOD CONDITION.