SR0059 ***********************************************************************
SR0059  DESIGNATION -  4 CAP
SR0059  PID         -  SR0059
SR0059  STATE/COUNTY-  MT/PHILLIPS
SR0059  USGS QUAD   -  CHAIN BUTTES (1965)
SR0059
SR0059                         *CURRENT SURVEY CONTROL
SR0059  ___________________________________________________________________
SR0059* NAD 83(1986)-  47 35 42.     (N)    108 02 02.     (W)     SCALED
SR0059* NAVD 88     -       677.713  (meters)    2223.46   (feet)  ADJUSTED
SR0059  ___________________________________________________________________
SR0059  GEOID HEIGHT-         -15.30  (meters)                     GEOID99
SR0059  DYNAMIC HT  -         677.727 (meters)    2223.51  (feet)  COMP
SR0059  MODELED GRAV-     980,610.4   (mgal)                       NAVD 88
SR0059
SR0059  VERT ORDER  -  SECOND    CLASS 0
SR0059
SR0059.The horizontal coordinates were scaled from a topographic map and have
SR0059.an estimated accuracy of +/- 6 seconds.
SR0059
SR0059.The orthometric height was determined by differential leveling
SR0059.and adjusted by the National Geodetic Survey in June 1991.
SR0059
SR0059.The geoid height was determined by GEOID99.
SR0059
SR0059.The dynamic height is computed by dividing the NAVD 88
SR0059.geopotential number by the normal gravity value computed on the
SR0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
SR0059.degrees latitude (g = 980.6199 gals.).
SR0059
SR0059.The modeled gravity was interpolated from observed gravity values.
SR0059
SR0059;                    North         East    Units  Estimated Accuracy
SR0059;SPC MT       -   372,720.      710,200.      MT  (+/- 180 meters Scaled)
SR0059
SR0059                          SUPERSEDED SURVEY CONTROL
SR0059
SR0059  NGVD 29     -       676.971  (m)         2221.03   (f) ADJ UNCH    2 0
SR0059
SR0059.Superseded values are not recommended for survey control.
SR0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
SR0059.See file dsdata.txt to determine how the superseded data were derived.
SR0059
SR0059_MARKER: C = CAP OF CAP-AND-BOLT PAIR
SR0059_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
SR0059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
SR0059
SR0059  HISTORY     - Date     Condition        Recov. By
SR0059  HISTORY     - UNK      MONUMENTED       MORC
SR0059  HISTORY     - 1935     GOOD             NGS
SR0059
SR0059                          STATION DESCRIPTION
SR0059
SR0059''DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
SR0059''13.1 MI W FROM LEGG.
SR0059''13.1 MILES WEST ALONG THE WILDER ROAD FROM LEGG, PHILLIPS COUNTY, 0.8
SR0059''MILE NORTHEAST OF A FARMHOUSE, AND 78 FEET SOUTH OF THE CENTERLINE OF
SR0059''THE ROAD.  A MISSOURI RIVER COMMISSION STANDARD CAP, FASTENED ON THE
SR0059''TOP OF AN IRON PIPE.