LK0151 ***********************************************************************
LK0151  DESIGNATION -  T 102
LK0151  PID         -  LK0151
LK0151  STATE/COUNTY-  CO/LOGAN
LK0151  USGS QUAD   -  UHLER RANCH (1972)
LK0151
LK0151                         *CURRENT SURVEY CONTROL
LK0151  ___________________________________________________________________
LK0151* NAD 83(1992)-  40 41 15.40933(N)    102 52 31.35175(W)     ADJUSTED
LK0151* NAVD 88     -      1312.104  (meters)    4304.79   (feet)  ADJUSTED
LK0151  ___________________________________________________________________
LK0151  X           -  -1,079,451.758 (meters)                     COMP
LK0151  Y           -  -4,722,459.558 (meters)                     COMP
LK0151  Z           -   4,137,022.191 (meters)                     COMP
LK0151  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
LK0151  ELLIP HEIGHT-        1292.10  (meters)                     GPS OBS
LK0151  GEOID HEIGHT-         -20.02  (meters)                     GEOID99
LK0151  DYNAMIC HT  -        1311.137 (meters)    4301.62  (feet)  COMP
LK0151  MODELED GRAV-     979,841.5   (mgal)                       NAVD 88
LK0151
LK0151  HORZ ORDER  -  FIRST
LK0151  VERT ORDER  -  SECOND    CLASS 0
LK0151  ELLP ORDER  -  FIRST     CLASS I
LK0151
LK0151.The horizontal coordinates were established by GPS observations
LK0151.and adjusted by the National Geodetic Survey in July 1996.
LK0151
LK0151.The orthometric height was determined by differential leveling
LK0151.and adjusted by the National Geodetic Survey in June 1991.
LK0151
LK0151.The X, Y, and Z were computed from the position and the ellipsoidal ht.
LK0151
LK0151.The Laplace correction was computed from DEFLEC99 derived deflections.
LK0151
LK0151.The ellipsoidal height was determined by GPS observations
LK0151.and is referenced to NAD 83.
LK0151
LK0151.The geoid height was determined by GEOID99.
LK0151
LK0151.The dynamic height is computed by dividing the NAVD 88
LK0151.geopotential number by the normal gravity value computed on the
LK0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
LK0151.degrees latitude (G = 980.6199 gals.).
LK0151
LK0151.The modeled gravity was interpolated from observed gravity values.
LK0151
LK0151;                    North         East     Units   Scale      Converg.
LK0151;SPC CO N     - 1,504,112.18  3,727,777.51   sFT  0.99998587 +1 41 45.1
LK0151;SPC CO N     -   458,454.309 1,136,228.857   MT  0.99998587 +1 41 45.1
LK0151;UTM  13      - 4,506,250.771   679,531.391   MT  0.99999674 +1 23 07.7
LK0151
LK0151                          SUPERSEDED SURVEY CONTROL
LK0151
LK0151  ELLIP HT    -        1292.32  (m)                      GP(       ) 1 1
LK0151  NGVD 29     -      1311.536  (m)         4302.93   (f) ADJ UNCH    2 0
LK0151
LK0151.Superseded values are not recommended for survey control.
LK0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
LK0151.See file dsdata.txt to determine how the superseded data were derived.
LK0151
LK0151_MARKER: DB = BENCH MARK DISK
LK0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
LK0151_STAMPING: T 102 1935
LK0151_MAGNETIC: N = NO MAGNETIC MATERIAL
LK0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
LK0151+STABILITY: SURFACE MOTION
LK0151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
LK0151+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1995
LK0151
LK0151  HISTORY     - Date     Condition        Recov. By
LK0151  HISTORY     - 1935     MONUMENTED       CGS
LK0151  HISTORY     - 1938     GOOD             NGS
LK0151  HISTORY     - 19950415 GOOD             NGS
LK0151
LK0151                          STATION DESCRIPTION
LK0151
LK0151''DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
LK0151''1.9 MI W FROM FLEMING.
LK0151''1.9 MILES WEST OF FLEMING, ALONG THE C.B. AND Q. RAILROAD, 4 1/2 POLES
LK0151''EAST OF MILEPOST 211, 40 FEET NORTH OF THE CENTER OF THE TRACK, 65
LK0151''FEET WEST OF THE CENTER OF A NORTH-SOUTH ROAD, 0.4 OF A MILE SOUTHEAST
LK0151''OF A RANCH HOUSE AND BUILDINGS.  SET HORIZONTAL IN THE TOP OF A
LK0151''CONCRETE POST.
LK0151
LK0151                          STATION RECOVERY (1995)
LK0151
LK0151''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (RSC)
LK0151''STATION IS LOCATED ABOUT 1.8 MILES (2.9 KM) NORTHWEST OF FLEMING, IN
LK0151''THE SW 1/4 OF SEC.  5, T.  8 N., R.  49 W.  TO REACH FROM THE
LK0151''INTERSECTION OF US 6 AND AND COUNTY ROAD 79 IN FLEMING, GO WEST ON US
LK0151''6 FOR 2.  MILES (3.2 KM) TO COUNTY ROAD 75, GO NORTH ON COUNTY ROAD 75
LK0151''FOR 0.5 MILES (0.8 KM) , CONTINUE ON COUNTY ROAD 75 AS IT HEADS EAST
LK0151''FOR 0.1 MILES, (0.2 KM) GO NORTH ON COUNTY ROAD 75 ACROSS THE RAILROAD
LK0151''TRACKS TO THE STATION ON THE LEFT (WEST) .  STATION MARK IS A BRASS
LK0151''DISK SET IN A SQUARE CONCRETE POST PROJECTING 20 CM ABOVE GROUND,
LK0151''20.0M WEST OF THE CENTER OF COUNTY ROAD 75 (DIRT) , 19.1M SOUTH OF THE
LK0151''CENTER OF COUNTY ROAD 75 (DIRT) , 9.2M NORTH OF THE NEAR RAIL, 0.3M
LK0151''EAST OF A WITNESS POST.