QX0089 ***********************************************************************
QX0089  DESIGNATION -  BM
QX0089  PID         -  QX0089
QX0089  STATE/COUNTY-  MT/PARK
QX0089  USGS QUAD   -  DOME MOUNTAIN (1986)
QX0089
QX0089                         *CURRENT SURVEY CONTROL
QX0089  ___________________________________________________________________
QX0089* NAD 83(1986)-  45 10 11.     (N)    110 52 11.     (W)     SCALED
QX0089* NAVD 88     -      1547.508  (meters)    5077.12   (feet)  POSTED
QX0089  ___________________________________________________________________
QX0089  GEOID HEIGHT-          -8.80  (meters)                     GEOID99
QX0089  DYNAMIC HT  -        1546.830 (meters)    5074.89  (feet)  COMP
QX0089  MODELED GRAV-     980,122.4   (mgal)                       NAVD 88
QX0089
QX0089  VERT ORDER  -  * POSTED, Code C , SEE BELOW
QX0089
QX0089.The horizontal coordinates were scaled from a topographic map and have
QX0089.an estimated accuracy of +/- 6 seconds.
QX0089
QX0089.The orthometric height was determined by differential leveling
QX0089.and adjusted by the National Geodetic Survey in 1992.
QX0089.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
QX0089.rate of 2.1 thru 3.0 mm/km.
QX0089
QX0089.The geoid height was determined by GEOID99.
QX0089
QX0089.The dynamic height is computed by dividing the NAVD 88
QX0089.geopotential number by the normal gravity value computed on the
QX0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
QX0089.degrees latitude (g = 980.6199 gals.).
QX0089
QX0089.The modeled gravity was interpolated from observed gravity values.
QX0089
QX0089;                    North         East    Units  Estimated Accuracy
QX0089;SPC MT       -   103,170.      492,340.      MT  (+/- 180 meters Scaled)
QX0089
QX0089                          SUPERSEDED SURVEY CONTROL
QX0089
QX0089  NGVD 29     -      1546.279  (m)         5073.08   (f) ADJ UNCH    1 2
QX0089
QX0089.Superseded values are not recommended for survey control.
QX0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
QX0089.See file dsdata.txt to determine how the superseded data were derived.
QX0089
QX0089_MARKER: P = PIPE CAP
QX0089_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
QX0089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
QX0089
QX0089  HISTORY     - Date     Condition        Recov. By
QX0089  HISTORY     - UNK      MONUMENTED       BPR
QX0089  HISTORY     - 1960     GOOD             NGS
QX0089
QX0089                          STATION DESCRIPTION
QX0089
QX0089''DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
QX0089''13.4 MI NW FROM GARDINER.
QX0089''ABOUT 13.4 MILES NORTHWEST ALONG A BRANCH LINE OF THE NORTHERN PACIFIC
QX0089''RAILWAY FROM THE STATION AT GARDINER, IN SECTION 4, T 8 S, R 7 E, 0.1
QX0089''MILE SOUTHEAST OF A TWO STORY SECTION HOUSE AT THE SIDING AT SHINX, 15
QX0089''FEET SOUTH OF THE SOUTH RAIL, 29 FEET SOUTHEAST OF THE CENTER OF A
QX0089''ROAD CROSSING, 9 FEET NORTH-NORTHEAST OF THE CENTER LINE OF A DIRT
QX0089''ROAD, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK, A CAP ON THE TOP OF A
QX0089''2-INCH IRON PIPE WHICH PROJECTS 2 INCHES.