LM0690 ***********************************************************************
LM0690  DESIGNATION -  6020
LM0690  PID         -  LM0690
LM0690  STATE/COUNTY-  CO/MOFFAT
LM0690  USGS QUAD   -  JUNIPER HOT SPRINGS (1979)
LM0690
LM0690                         *CURRENT SURVEY CONTROL
LM0690  ___________________________________________________________________
LM0690* NAD 83(1992)-  40 25 12.70962(N)    107 53 08.83324(W)     ADJUSTED
LM0690* NAVD 88     -      1838.68   (+/-2cm)    6032.4    (feet)  VERTCON
LM0690  ___________________________________________________________________
LM0690  LAPLACE CORR-           6.15  (seconds)                    DEFLEC99
LM0690  GEOID HEIGHT-         -15.35  (meters)                     GEOID99
LM0690
LM0690  HORZ ORDER  -  THIRD
LM0690  VERT ORDER  -  THIRD ? (See Below)
LM0690
LM0690.The horizontal coordinates were established by classical geodetic methods
LM0690.and adjusted by the National Geodetic Survey in January 1993.
LM0690
LM0690.The NAVD 88 height was computed by applying the VERTCON shift value to
LM0690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
LM0690.The vertical order pertains to the superseded datum.
LM0690
LM0690.The Laplace correction was computed from DEFLEC99 derived deflections.
LM0690
LM0690.The geoid height was determined by GEOID99.
LM0690
LM0690;                    North         East     Units   Scale      Converg.
LM0690;SPC CO N     - 1,404,853.65  2,335,811.71   sFT  0.99996121 -1 32 29.5
LM0690;SPC CO N     -   428,200.249   711,956.833   MT  0.99996121 -1 32 29.5
LM0690;UTM  13      - 4,478,396.237   255,169.946   MT  1.00033791 -1 52 19.3
LM0690
LM0690                          SUPERSEDED SURVEY CONTROL
LM0690
LM0690  NAD 83(1992)-  40 25 12.69955(N)    107 53 08.83023(W) AD(       ) 3
LM0690  NGVD 29     -      1837.48   (m)         6028.5    (f) LEVELING    3
LM0690
LM0690.Superseded values are not recommended for survey control.
LM0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
LM0690.See file dsdata.txt to determine how the superseded data were derived.
LM0690
LM0690_MARKER: DB = BENCH MARK DISK
LM0690_SETTING: 0 = UNSPECIFIED SETTING
LM0690_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
LM0690
LM0690  HISTORY     - Date     Condition        Recov. By
LM0690  HISTORY     - 1912     MONUMENTED       USGS
LM0690  HISTORY     - 1912     MONUMENTED       USGS
LM0690  HISTORY     - 1962     GOOD             USGS
LM0690
LM0690                          STATION DESCRIPTION
LM0690
LM0690''DESCRIBED BY US GEOLOGICAL SURVEY 1962
LM0690''A USGS BM BESIDE TOWNSHIP AND
LM0690''RANGE CORNER 5 AND 6 N., RS. 93 AND 94 W., 3.0 MI. SE. OF
LM0690''GOVERNMENT BRIDGE OVER YAMPA RIVER.
LM0690''
LM0690''TOWNSHIP AND RANGE CORNER IS 3.0 FT. W. OF BM.
LM0690''
LM0690''STATION MARK--STANDARD BRONZE BENCH MARK TABLET STAMPED ---6020---.