GG0395 ***********************************************************************
GG0395  DESIGNATION -  RV 37
GG0395  PID         -  GG0395
GG0395  STATE/COUNTY-  OK/ROGERS
GG0395  USGS QUAD   -  SAGEEYAH (1980)
GG0395
GG0395                         *CURRENT SURVEY CONTROL
GG0395  ___________________________________________________________________
GG0395* NAD 83(1986)-  36 21 39.     (N)    095 38 27.     (W)     SCALED
GG0395* NAVD 88     -       199.409  (meters)     654.23   (feet)  ADJUSTED
GG0395  ___________________________________________________________________
GG0395  GEOID HEIGHT-         -29.15  (meters)                     GEOID99
GG0395  DYNAMIC HT  -         199.239 (meters)     653.67  (feet)  COMP
GG0395  MODELED GRAV-     979,775.2   (mgal)                       NAVD 88
GG0395
GG0395  VERT ORDER  -  FIRST     CLASS II
GG0395
GG0395.The horizontal coordinates were scaled from a topographic map and have
GG0395.an estimated accuracy of +/- 6 seconds.
GG0395
GG0395.The orthometric height was determined by differential leveling
GG0395.and adjusted by the National Geodetic Survey in June 1991.
GG0395
GG0395.The geoid height was determined by GEOID99.
GG0395
GG0395.The dynamic height is computed by dividing the NAVD 88
GG0395.geopotential number by the normal gravity value computed on the
GG0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
GG0395.degrees latitude (G = 980.6199 gals.).
GG0395
GG0395.The modeled gravity was interpolated from observed gravity values.
GG0395
GG0395;                    North         East    Units  Estimated Accuracy
GG0395;SPC OK N     -   153,560.      811,710.      MT  (+/- 180 meters Scaled)
GG0395
GG0395                          SUPERSEDED SURVEY CONTROL
GG0395
GG0395  NGVD 29     -       199.292  (m)          653.84   (f) ADJ UNCH    1 2
GG0395
GG0395.Superseded values are not recommended for survey control.
GG0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
GG0395.See file dsdata.txt to determine how the superseded data were derived.
GG0395
GG0395_MARKER: R = RIVET
GG0395_SETTING: 30 = CULVERT
GG0395_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
GG0395
GG0395  HISTORY     - Date     Condition        Recov. By
GG0395  HISTORY     - UNK      MONUMENTED       MPRR
GG0395  HISTORY     - 1959     GOOD             NGS
GG0395  HISTORY     - 1960     GOOD             NGS
GG0395
GG0395                          STATION DESCRIPTION
GG0395
GG0395''DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
GG0395''4.4 MI N FROM CLAREMORE.
GG0395''ABOUT 4.4 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
GG0395''THE STATION AT CLAREMORE, ROGERS COUNTY, ABOUT 1 POLE NORTH OF
GG0395''MILEPOST 614, AT A 5- BY 5-FOOT CONCRETE CULVERT, AND IN THE
GG0395''CENTER OF THE TOP OF THE WEST HEAD WALL.  A STANDARD MONEL-METAL
GG0395''RIVET.
GG0395
GG0395                          STATION RECOVERY (1960)
GG0395
GG0395''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
GG0395''RECOVERED IN GOOD CONDITION.