LL0359 ***********************************************************************
LL0359  DESIGNATION -  F 309
LL0359  PID         -  LL0359
LL0359  STATE/COUNTY-  CO/WELD
LL0359  USGS QUAD   -  EASTMAN CREEK SOUTH (1974)
LL0359
LL0359                         *CURRENT SURVEY CONTROL
LL0359  ___________________________________________________________________
LL0359* NAD 83(1986)-  40 52 12.     (N)    104 43 00.     (W)     SCALED
LL0359* NAVD 88     -      1678.431  (meters)    5506.65   (feet)  ADJUSTED
LL0359  ___________________________________________________________________
LL0359  GEOID HEIGHT-         -16.97  (meters)                     GEOID99
LL0359  DYNAMIC HT  -        1677.001 (meters)    5501.96  (feet)  COMP
LL0359  MODELED GRAV-     979,713.6   (mgal)                       NAVD 88
LL0359
LL0359  VERT ORDER  -  SECOND    CLASS 0
LL0359
LL0359.The horizontal coordinates were scaled from a topographic map and have
LL0359.an estimated accuracy of +/- 6 seconds.
LL0359
LL0359.The orthometric height was determined by differential leveling
LL0359.and adjusted by the National Geodetic Survey in June 1991.
LL0359
LL0359.The geoid height was determined by GEOID99.
LL0359
LL0359.The dynamic height is computed by dividing the NAVD 88
LL0359.geopotential number by the normal gravity value computed on the
LL0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
LL0359.degrees latitude (G = 980.6199 gals.).
LL0359
LL0359.The modeled gravity was interpolated from observed gravity values.
LL0359
LL0359;                    North         East    Units  Estimated Accuracy
LL0359;SPC CO N     -   475,720.      980,440.      MT  (+/- 180 meters Scaled)
LL0359
LL0359                          SUPERSEDED SURVEY CONTROL
LL0359
LL0359  NGVD 29     -      1677.474  (m)         5503.51   (f) ADJ UNCH    2 0
LL0359
LL0359.Superseded values are not recommended for survey control.
LL0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
LL0359.See file dsdata.txt to determine how the superseded data were derived.
LL0359
LL0359_MARKER: DB = BENCH MARK DISK
LL0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
LL0359_STAMPING: F 309 1952
LL0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
LL0359+STABILITY: SURFACE MOTION
LL0359
LL0359  HISTORY     - Date     Condition        Recov. By
LL0359  HISTORY     - 1952     MONUMENTED       CGS
LL0359
LL0359                          STATION DESCRIPTION
LL0359
LL0359''DESCRIBED BY COAST AND GEODETIC SURVEY 1952
LL0359''10.4 MI SE FROM CARR.
LL0359''4.25 MILES EAST ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
LL0359''RAILROAD STATION AT CARR, THENCE 2.0 MILES SOUTH ALONG U.S.
LL0359''HIGHWAY 85, THENCE 4.2 MILES EAST ALONG A GRAVELED ROAD, 0.1 MILE
LL0359''WEST OF A JUNCTION WITH A GRAVELED ROAD LEADING SOUTH AND A
LL0359''TRACK ROAD LEADING NORTH, ON THE WEST SLOPE OF A HILL, 38 FEET
LL0359''NORTH OF THE CENTER LINE OF A GRAVELED ROAD, 5.2 FEET NORTH OF A
LL0359''FENCE, 3 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
LL0359''POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.