LN0026 ***********************************************************************
LN0026  DESIGNATION -  D 46
LN0026  PID         -  LN0026
LN0026  STATE/COUNTY-  CO/MOFFAT
LN0026  USGS QUAD   -  PECK MESA (1986)
LN0026
LN0026                         *CURRENT SURVEY CONTROL
LN0026  ___________________________________________________________________
LN0026* NAD 83(1986)-  40 31 12.     (N)    108 15 16.     (W)     SCALED
LN0026* NAVD 88     -      1793.692  (meters)    5884.80   (feet)  POSTED
LN0026  ___________________________________________________________________
LN0026  GEOID HEIGHT-         -16.30  (meters)                     GEOID99
LN0026  DYNAMIC HT  -        1791.960 (meters)    5879.12  (feet)  COMP
LN0026  MODELED GRAV-     979,598.3   (mgal)                       NAVD 88
LN0026
LN0026  VERT ORDER  -  * POSTED, Code B , SEE BELOW
LN0026
LN0026.The horizontal coordinates were scaled from a topographic map and have
LN0026.an estimated accuracy of +/- 6 seconds.
LN0026
LN0026.The orthometric height was determined by differential leveling
LN0026.and adjusted by the National Geodetic Survey in 1992.
LN0026.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
LN0026.rate of 1.1 thru 2.0 mm/km.
LN0026
LN0026.The geoid height was determined by GEOID99.
LN0026
LN0026.The dynamic height is computed by dividing the NAVD 88
LN0026.geopotential number by the normal gravity value computed on the
LN0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
LN0026.degrees latitude (G = 980.6199 gals.).
LN0026
LN0026.The modeled gravity was interpolated from observed gravity values.
LN0026
LN0026;                    North         East    Units  Estimated Accuracy
LN0026;SPC CO N     -   440,180.      681,030.      MT  (+/- 180 meters Scaled)
LN0026
LN0026                          SUPERSEDED SURVEY CONTROL
LN0026
LN0026  NGVD 29     -      1792.379  (m)         5880.50   (f) ADJ UNCH    1 2
LN0026
LN0026.Superseded values are not recommended for survey control.
LN0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
LN0026.See file dsdata.txt to determine how the superseded data were derived.
LN0026
LN0026_MARKER: DB = BENCH MARK DISK
LN0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
LN0026_STAMPING: D 46 1934
LN0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
LN0026+STABILITY: SURFACE MOTION
LN0026
LN0026  HISTORY     - Date     Condition        Recov. By
LN0026  HISTORY     - 1934     MONUMENTED       CGS
LN0026  HISTORY     - 1960     GOOD             USGS
LN0026
LN0026                          STATION DESCRIPTION
LN0026
LN0026''DESCRIBED BY US GEOLOGICAL SURVEY 1960
LN0026''10.8 MI W FROM MAYBELL.
LN0026''6.1 MILES WEST ALONG COLO. 318 FROM MAYBELL (JUNCTION OF U.S. 40 AND
LN0026''COLO. 318), 4.7 MILES ALONG A GRADED ROAD, 75 YARDS WEST OF THE WEST
LN0026''END OF A WOODEN BRIDGE OVER LONE TREE GULCH, AND 26 FEET WEST OF THE
LN0026''CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED D 46 1934 AND SET IN
LN0026''THE TOP OF A CONCRETE POST.