MS0200 ***********************************************************************
MS0200  DESIGNATION -  D 10
MS0200  PID         -  MS0200
MS0200  STATE/COUNTY-  UT/BOX ELDER
MS0200  USGS QUAD   -  LAKE RIDGE (1972)
MS0200
MS0200                         *CURRENT SURVEY CONTROL
MS0200  ___________________________________________________________________
MS0200* NAD 83(1986)-  41 39 23.     (N)    112 42 28.     (W)     SCALED
MS0200* NAVD 88     -      1326.598  (meters)    4352.35   (feet)  ADJUSTED
MS0200  ___________________________________________________________________
MS0200  GEOID HEIGHT-         -15.77  (meters)                     GEOID99
MS0200  DYNAMIC HT  -        1325.709 (meters)    4349.43  (feet)  COMP
MS0200  MODELED GRAV-     979,906.7   (mgal)                       NAVD 88
MS0200
MS0200  VERT ORDER  -  FIRST     CLASS II
MS0200
MS0200.The horizontal coordinates were scaled from a topographic map and have
MS0200.an estimated accuracy of +/- 6 seconds.
MS0200
MS0200.The orthometric height was determined by differential leveling
MS0200.and adjusted by the National Geodetic Survey in June 1991.
MS0200
MS0200.The geoid height was determined by GEOID99.
MS0200
MS0200.The dynamic height is computed by dividing the NAVD 88
MS0200.geopotential number by the normal gravity value computed on the
MS0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
MS0200.degrees latitude (G = 980.6199 gals.).
MS0200
MS0200.The modeled gravity was interpolated from observed gravity values.
MS0200
MS0200;                    North         East    Units  Estimated Accuracy
MS0200;SPC UT N     - 1,147,630.      399,400.      MT  (+/- 180 meters Scaled)
MS0200
MS0200                          SUPERSEDED SURVEY CONTROL
MS0200
MS0200  NGVD 29     -      1325.599  (m)         4349.07   (f) ADJ UNCH    1 2
MS0200
MS0200.Superseded values are not recommended for survey control.
MS0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
MS0200.See file dsdata.txt to determine how the superseded data were derived.
MS0200
MS0200_MARKER: P = PIPE CAP
MS0200_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
MS0200_STAMPING: D 10 1911 ELEV. 4349.069 FT
MS0200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
MS0200
MS0200  HISTORY     - Date     Condition        Recov. By
MS0200  HISTORY     - 1911     MONUMENTED       CGS
MS0200  HISTORY     - 1953     GOOD             NGS
MS0200
MS0200                          STATION DESCRIPTION
MS0200
MS0200''DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
MS0200''14.4 MI W FROM PROMONTORY.
MS0200''3.1 MILES SOUTHWEST ALONG A COUNTY GRAVELED ROAD FROM THE GOLDEN SPIKE
MS0200''MONUMENT AT PROMONTORY, THENCE 11.3 MILES WEST ALONG A GRAVELED ROAD
MS0200''ON THE ABANDONED SOUTHERN PACIFIC COMPANY RAILROAD BED.  0.5 MILE (20
MS0200''POLES) NORTH OF MILEPOLE 759, 107 FEET WEST OF AND ACROSS THE ROAD
MS0200''FROM A TELEPHONE POLE MARKED BY THE WHITE PAINTED LETTERS BM, 37 FEET
MS0200''WEST OF THE CENTER LINE OF THE ROAD, 1.5 FEET EAST OF A WITNESS POST,
MS0200''ABOUT 2 FEET LOWER THAN THE ROAD, AND SCREWED ON TOP OF A 3 1/2-INCH
MS0200''IRON PIPE PROJECTING 0.5 FOOT ABOVE THE GROUND.