JJ0291 ***********************************************************************
JJ0291  DESIGNATION -  F 37
JJ0291  PID         -  JJ0291
JJ0291  STATE/COUNTY-  CO/CHEYENNE
JJ0291  USGS QUAD   -  LEWIS LAKE (1982)
JJ0291
JJ0291                         *CURRENT SURVEY CONTROL
JJ0291  ___________________________________________________________________
JJ0291* NAD 83(1992)-  38 37 59.90666(N)    102 47 10.15367(W)     ADJUSTED
JJ0291* NAVD 88     -      1286.396  (meters)    4220.45   (feet)  ADJUSTED
JJ0291  ___________________________________________________________________
JJ0291  X           -  -1,104,313.666 (meters)                     COMP
JJ0291  Y           -  -4,866,097.587 (meters)                     COMP
JJ0291  Z           -   3,961,388.821 (meters)                     COMP
JJ0291  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
JJ0291  ELLIP HEIGHT-        1263.83  (meters)                     GPS OBS
JJ0291  GEOID HEIGHT-         -22.55  (meters)                     GEOID99
JJ0291  DYNAMIC HT  -        1285.188 (meters)    4216.49  (feet)  COMP
JJ0291  MODELED GRAV-     979,644.1   (mgal)                       NAVD 88
JJ0291
JJ0291  HORZ ORDER  -  FIRST
JJ0291  VERT ORDER  -  FIRST     CLASS II
JJ0291  ELLP ORDER  -  FOURTH    CLASS I
JJ0291
JJ0291.The horizontal coordinates were established by GPS observations
JJ0291.and adjusted by the National Geodetic Survey in April 1997.
JJ0291
JJ0291.The orthometric height was determined by differential leveling
JJ0291.and adjusted by the National Geodetic Survey in June 1991.
JJ0291
JJ0291.The X, Y, and Z were computed from the position and the ellipsoidal ht.
JJ0291
JJ0291.The Laplace correction was computed from DEFLEC99 derived deflections.
JJ0291
JJ0291.The ellipsoidal height was determined by GPS observations
JJ0291.and is referenced to NAD 83.
JJ0291
JJ0291.The geoid height was determined by GEOID99.
JJ0291
JJ0291.The dynamic height is computed by dividing the NAVD 88
JJ0291.geopotential number by the normal gravity value computed on the
JJ0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
JJ0291.degrees latitude (G = 980.6199 gals.).
JJ0291
JJ0291.The modeled gravity was interpolated from observed gravity values.
JJ0291
JJ0291;                    North         East     Units   Scale      Converg.
JJ0291;SPC CO C     - 1,302,926.13  3,775,119.44   sFT  0.99996902 +1 42 41.7
JJ0291;SPC CO C     -   397,132.679 1,150,658.706   MT  0.99996902 +1 42 41.7
JJ0291;UTM  13      - 4,278,410.511   692,697.040   MT  1.00005728 +1 22 57.4
JJ0291
JJ0291                          SUPERSEDED SURVEY CONTROL
JJ0291
JJ0291  NGVD 29     -      1285.837  (m)         4218.62   (f) ADJ UNCH    1 2
JJ0291
JJ0291.Superseded values are not recommended for survey control.
JJ0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
JJ0291.See file dsdata.txt to determine how the superseded data were derived.
JJ0291
JJ0291_MARKER: DB = BENCH MARK DISK
JJ0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
JJ0291_STAMPING: F 37 1933
JJ0291_MAGNETIC: O = OTHER; SEE DESCRIPTION
JJ0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
JJ0291+STABILITY: SURFACE MOTION
JJ0291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
JJ0291+SATELLITE: SATELLITE OBSERVATIONS - March 29, 1996
JJ0291
JJ0291  HISTORY     - Date     Condition        Recov. By
JJ0291  HISTORY     - 1933     MONUMENTED       CGS
JJ0291  HISTORY     - 1942     GOOD             NGS
JJ0291  HISTORY     - 19960329 GOOD             CODOT
JJ0291
JJ0291                          STATION DESCRIPTION
JJ0291
JJ0291''DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
JJ0291''9.8 MI S FROM KIT CARSON.
JJ0291''9.8 MILES SOUTH ALONG U.S HIGHWAY 287 FROM THE PUBLIC SCHOOL AT KIT
JJ0291''CARSON, CHEYENNE COUNTY, 1.3 MILES NORTH OF THE CHEYENNE-KIOWA COUNTY
JJ0291''LINE, 0.4 MILE NORTH OF THE JUNCTION OF A WAGON ROAD, ON THE TOP OF
JJ0291''A SMALL KNOLL, 32 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND
JJ0291''29 FEET SOUTH OF POLE 2691 H. A STANDARD DISK STAMPED F 37 1933 AND
JJ0291''SET IN THE TOP OF A CONCRETE POST.
JJ0291
JJ0291                          STATION RECOVERY (1996)
JJ0291
JJ0291''RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (JRZ)
JJ0291''RECOVERED AS DESCRIBED.  US HIGHWAY 287 MILEPOST 124.1.  9.8 MILES
JJ0291''SOUTH ALONG US HIGHWAY 287 FROM THE PUBLIC SCHOOL AT KITCARSON, ON TOP
JJ0291''OF A SMALL KNOLL, 32 FEETWEST OF THE CENTERLINE OF THE HIGHWAY IN THE
JJ0291''WEST FENCE LINE.  DISK IS SET IN TOP OF A CONCRETE POST.  STATION
JJ0291''RECOVERED IN GOOD CONDITION IN MARCH 1996.