LL0367 ***********************************************************************
LL0367  DESIGNATION -  M 309
LL0367  PID         -  LL0367
LL0367  STATE/COUNTY-  CO/WELD
LL0367  USGS QUAD   -  EASTMAN CREEK SE (1974)
LL0367
LL0367                         *CURRENT SURVEY CONTROL
LL0367  ___________________________________________________________________
LL0367* NAD 83(1986)-  40 52 11.     (N)    104 35 24.     (W)     SCALED
LL0367* NAVD 88     -      1631.020  (meters)    5351.10   (feet)  ADJUSTED
LL0367  ___________________________________________________________________
LL0367  GEOID HEIGHT-         -17.37  (meters)                     GEOID99
LL0367  DYNAMIC HT  -        1629.642 (meters)    5346.58  (feet)  COMP
LL0367  MODELED GRAV-     979,722.1   (mgal)                       NAVD 88
LL0367
LL0367  VERT ORDER  -  SECOND    CLASS 0
LL0367
LL0367.The horizontal coordinates were scaled from a topographic map and have
LL0367.an estimated accuracy of +/- 6 seconds.
LL0367
LL0367.The orthometric height was determined by differential leveling
LL0367.and adjusted by the National Geodetic Survey in June 1991.
LL0367
LL0367.The geoid height was determined by GEOID99.
LL0367
LL0367.The dynamic height is computed by dividing the NAVD 88
LL0367.geopotential number by the normal gravity value computed on the
LL0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
LL0367.degrees latitude (G = 980.6199 gals.).
LL0367
LL0367.The modeled gravity was interpolated from observed gravity values.
LL0367
LL0367;                    North         East    Units  Estimated Accuracy
LL0367;SPC CO N     -   475,790.      991,120.      MT  (+/- 180 meters Scaled)
LL0367
LL0367                          SUPERSEDED SURVEY CONTROL
LL0367
LL0367  NGVD 29     -      1630.087  (m)         5348.04   (f) ADJ UNCH    2 0
LL0367
LL0367.Superseded values are not recommended for survey control.
LL0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
LL0367.See file dsdata.txt to determine how the superseded data were derived.
LL0367
LL0367_MARKER: DB = BENCH MARK DISK
LL0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
LL0367_STAMPING: M 309 1952
LL0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
LL0367+STABILITY: SURFACE MOTION
LL0367
LL0367  HISTORY     - Date     Condition        Recov. By
LL0367  HISTORY     - 1952     MONUMENTED       CGS
LL0367
LL0367                          STATION DESCRIPTION
LL0367
LL0367''DESCRIBED BY COAST AND GEODETIC SURVEY 1952
LL0367''16.9 MI SE FROM CARR.
LL0367''4.25 MILES EAST ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
LL0367''RAILROAD STATION AT CARR, THENCE 2.0 MILES SOUTH ALONG U.S.
LL0367''HIGHWAY 85, THENCE 10.65 MILES EAST ALONG A GRAVELED ROAD, 32 FEET
LL0367''NORTH OF THE CENTER LINE OF A GRAVELED ROAD, 3.6 FEET SOUTH OF A
LL0367''FENCE, 3 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
LL0367''CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.