LN0006 ***********************************************************************
LN0006  DESIGNATION -  10 DHW
LN0006  PID         -  LN0006
LN0006  STATE/COUNTY-  CO/MOFFAT
LN0006  USGS QUAD   -  LIMESTONE HILL (1969)
LN0006
LN0006                         *CURRENT SURVEY CONTROL
LN0006  ___________________________________________________________________
LN0006* NAD 83(1986)-  40 34 46.     (N)    108 30 29.     (W)     SCALED
LN0006* NAVD 88     -      1857.174  (meters)    6093.08   (feet)  ADJUSTED
LN0006  ___________________________________________________________________
LN0006  GEOID HEIGHT-         -15.98  (meters)                     GEOID99
LN0006  DYNAMIC HT  -        1855.419 (meters)    6087.32  (feet)  COMP
LN0006  MODELED GRAV-     979,614.5   (mgal)                       NAVD 88
LN0006
LN0006  VERT ORDER  -  SECOND    CLASS 0
LN0006
LN0006.The horizontal coordinates were scaled from a topographic map and have
LN0006.an estimated accuracy of +/- 6 seconds.
LN0006
LN0006.The orthometric height was determined by differential leveling
LN0006.and adjusted by the National Geodetic Survey in June 1991.
LN0006
LN0006.The geoid height was determined by GEOID99.
LN0006
LN0006.The dynamic height is computed by dividing the NAVD 88
LN0006.geopotential number by the normal gravity value computed on the
LN0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
LN0006.degrees latitude (G = 980.6199 gals.).
LN0006
LN0006.The modeled gravity was interpolated from observed gravity values.
LN0006
LN0006;                    North         East    Units  Estimated Accuracy
LN0006;SPC CO N     -   447,480.      659,770.      MT  (+/- 180 meters Scaled)
LN0006
LN0006                          SUPERSEDED SURVEY CONTROL
LN0006
LN0006  NGVD 29     -      1855.857  (m)         6088.76   (f) ADJ UNCH    2 0
LN0006
LN0006.Superseded values are not recommended for survey control.
LN0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
LN0006.See file dsdata.txt to determine how the superseded data were derived.
LN0006
LN0006_MARKER: DD = SURVEY DISK
LN0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
LN0006_STAMPING: 10 DHW 6088 1955
LN0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
LN0006+STABILITY: SURFACE MOTION
LN0006
LN0006  HISTORY     - Date     Condition        Recov. By
LN0006  HISTORY     - 1955     MONUMENTED       USGS
LN0006  HISTORY     - 1962     GOOD             NGS
LN0006
LN0006                          STATION DESCRIPTION
LN0006
LN0006''DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
LN0006''11.9 MI SE FROM GREYSTONE.
LN0006''11.9 MILES SOUTHEAST ALONG COUNTY ROAD 10 FROM THE STORE AND POST
LN0006''OFFICE AT GREYSTONE, 261 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 31
LN0006''FEET SOUTH OF THE CENTER LINE OF AN ABANDONED ROAD, 12.8 FEET SOUTH OF
LN0006''A FENCE, 27 FEET SOUTHEAST OF A FENCE CORNER POST, 6.0 FEET SOUTH OF A
LN0006''WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
LN0006''CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.