LN0168 ***********************************************************************
LN0168  DESIGNATION -  I 8
LN0168  PID         -  LN0168
LN0168  STATE/COUNTY-  CO/MOFFAT
LN0168  USGS QUAD   -  LIMESTONE HILL (1969)
LN0168
LN0168                         *CURRENT SURVEY CONTROL
LN0168  ___________________________________________________________________
LN0168* NAD 83(1986)-  40 34 09.     (N)    108 35 56.     (W)     SCALED
LN0168* NAVD 88     -      2100.061  (meters)    6889.95   (feet)  ADJUSTED
LN0168  ___________________________________________________________________
LN0168  GEOID HEIGHT-         -15.75  (meters)                     GEOID99
LN0168  DYNAMIC HT  -        2098.093 (meters)    6883.49  (feet)  COMP
LN0168  MODELED GRAV-     979,612.2   (mgal)                       NAVD 88
LN0168
LN0168  VERT ORDER  -  SECOND    CLASS 0
LN0168
LN0168.The horizontal coordinates were scaled from a topographic map and have
LN0168.an estimated accuracy of +/- 6 seconds.
LN0168
LN0168.The orthometric height was determined by differential leveling
LN0168.and adjusted by the National Geodetic Survey in June 1991.
LN0168
LN0168.The geoid height was determined by GEOID99.
LN0168
LN0168.The dynamic height is computed by dividing the NAVD 88
LN0168.geopotential number by the normal gravity value computed on the
LN0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
LN0168.degrees latitude (G = 980.6199 gals.).
LN0168
LN0168.The modeled gravity was interpolated from observed gravity values.
LN0168
LN0168;                    North         East    Units  Estimated Accuracy
LN0168;SPC CO N     -   446,600.      652,050.      MT  (+/- 180 meters Scaled)
LN0168
LN0168                          SUPERSEDED SURVEY CONTROL
LN0168
LN0168  NGVD 29     -      2098.774  (m)         6885.73   (f) ADJ UNCH    2 0
LN0168
LN0168.Superseded values are not recommended for survey control.
LN0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
LN0168.See file dsdata.txt to determine how the superseded data were derived.
LN0168
LN0168_MARKER: DD = SURVEY DISK
LN0168_SETTING: 66 = SET IN ROCK OUTCROP
LN0168_STAMPING: I 8 1941
LN0168_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
LN0168+STABILITY: POSITION/ELEVATION WELL
LN0168
LN0168  HISTORY     - Date     Condition        Recov. By
LN0168  HISTORY     - 1941     MONUMENTED       USGS
LN0168  HISTORY     - 1962     GOOD             NGS
LN0168
LN0168                          STATION DESCRIPTION
LN0168
LN0168''DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
LN0168''6.05 MI SE FROM GREYSTONE.
LN0168''6.05 MILES SOUTHEAST ALONG COUNTY ROAD 10 FROM THE POST OFFICE AND
LN0168''STORE AT GREYSTONE, 180 FEET EAST OF THE CENTER OF A CURVEY WITH
LN0168''TANGENTS NORTHEAST AND NORTHWEST, 126 FEET EAST OF A POWER POLE AT
LN0168''ANGLE IN POWER LINE, 126 FEET SOUTHEAST OF THE CENTER LINE OF THE
LN0168''ROAD, IN THE TOP OF A ROCK LEDGE AT THE SOUTHEAST RIM OF A MESA AND
LN0168''OVERLOOKING A VALLEY TO THE SOUTHEAST.