LK0253 ***********************************************************************
LK0253  DESIGNATION -  H 63
LK0253  PID         -  LK0253
LK0253  STATE/COUNTY-  CO/WASHINGTON
LK0253  USGS QUAD   -  BUFFALO SPRINGS RANCH (1984)
LK0253
LK0253                         *CURRENT SURVEY CONTROL
LK0253  ___________________________________________________________________
LK0253* NAD 83(1992)-  40 21 36.46772(N)    103 13 02.26371(W)     ADJUSTED
LK0253* NAVD 88     -      1327.846  (meters)    4356.44   (feet)  ADJUSTED
LK0253  ___________________________________________________________________
LK0253  X           -  -1,113,020.727 (meters)                     COMP
LK0253  Y           -  -4,738,953.074 (meters)                     COMP
LK0253  Z           -   4,109,384.252 (meters)                     COMP
LK0253  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
LK0253  ELLIP HEIGHT-        1307.88  (meters)                     GPS OBS
LK0253  GEOID HEIGHT-         -19.93  (meters)                     GEOID99
LK0253  DYNAMIC HT  -        1326.808 (meters)    4353.04  (feet)  COMP
LK0253  MODELED GRAV-     979,796.7   (mgal)                       NAVD 88
LK0253
LK0253  HORZ ORDER  -  FIRST
LK0253  VERT ORDER  -  SECOND    CLASS 0
LK0253  ELLP ORDER  -  FIRST     CLASS I
LK0253
LK0253.The horizontal coordinates were established by GPS observations
LK0253.and adjusted by the National Geodetic Survey in July 1996.
LK0253
LK0253.The orthometric height was determined by differential leveling
LK0253.and adjusted by the National Geodetic Survey in June 1991.
LK0253
LK0253.The X, Y, and Z were computed from the position and the ellipsoidal ht.
LK0253
LK0253.The Laplace correction was computed from DEFLEC99 derived deflections.
LK0253
LK0253.The ellipsoidal height was determined by GPS observations
LK0253.and is referenced to NAD 83.
LK0253
LK0253.The geoid height was determined by GEOID99.
LK0253
LK0253.The dynamic height is computed by dividing the NAVD 88
LK0253.geopotential number by the normal gravity value computed on the
LK0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
LK0253.degrees latitude (G = 980.6199 gals.).
LK0253
LK0253.The modeled gravity was interpolated from observed gravity values.
LK0253
LK0253;                    North         East     Units   Scale      Converg.
LK0253;SPC CO N     - 1,382,223.23  3,636,060.49   sFT  0.99995866 +1 28 29.8
LK0253;SPC CO N     -   421,302.482 1,108,273.454   MT  0.99995866 +1 28 29.8
LK0253;UTM  13      - 4,469,254.648   651,372.692   MT  0.99988206 +1 09 16.8
LK0253
LK0253                          SUPERSEDED SURVEY CONTROL
LK0253
LK0253  ELLIP HT    -        1308.14  (m)                      GP(       ) 1 1
LK0253  NGVD 29     -      1327.229  (m)         4354.42   (f) ADJ UNCH    2 0
LK0253
LK0253.Superseded values are not recommended for survey control.
LK0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
LK0253.See file dsdata.txt to determine how the superseded data were derived.
LK0253
LK0253_MARKER: DB = BENCH MARK DISK
LK0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
LK0253_STAMPING: H 63 1935
LK0253_MAGNETIC: O = OTHER; SEE DESCRIPTION
LK0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
LK0253+STABILITY: SURFACE MOTION
LK0253_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
LK0253+SATELLITE: SATELLITE OBSERVATIONS - June 29, 1995
LK0253
LK0253  HISTORY     - Date     Condition        Recov. By
LK0253  HISTORY     - 1935     MONUMENTED       CGS
LK0253  HISTORY     - 1973     GOOD             USGS
LK0253  HISTORY     - 19950629 GOOD             NGS
LK0253
LK0253                          STATION DESCRIPTION
LK0253
LK0253''DESCRIBED BY US GEOLOGICAL SURVEY 1973
LK0253''AT WAITLEY.
LK0253''14.3 MILES NORTH ALONG STATE HIGHWAY 63 FROM AKRON, WASHINGTON COUNTY,
LK0253''50 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT WEST OF THE
LK0253''RIGHT-OF-WAY FENCE, AT AN OLD FENCE LINE WEST, 110 FEET NORTH OF A
LK0253''SMALL CLUMP OF COTTONWOOD TREES.  A STANDARD DISK, STAMPED H 63 1935
LK0253''AND SET IN THE TOP OF A CONCRETE POST.
LK0253
LK0253                          STATION RECOVERY (1995)
LK0253
LK0253''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (RSC)
LK0253''THE STATION IS LOCATED ABOUT 16.5 MI (26.6 KM) SOUTH OF STERLING, 15
LK0253''MI (24.1 KM) NORTH OF AKRON AND ABOUT 11.5 SOUTH-SOUTHEAST OF ATWOOD,
LK0253''IN THE NORTHEAST 1/4 OF SECTION 31, T 5 N, R 52 W, AT COLORADO STATE
LK0253''HIGHWAY 63 MILEPOST 42.87.  OWNERSHIP--COLORADO DEPT.  OF
LK0253''TRANSPORTATION RIGHT-OF-WAY.  TO REACH THE STATION FROM THE
LK0253''INTERSECTION OF US HIGHWAY 34 AND STATE HIGHWAY 63 IN AKRON, GO NORTH
LK0253''ON STATE HIGHWAY 63 FOR 13.85 MI (22.29 KM) TO THE STATION ON THE
LK0253''LEFT.  THE STATION IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
LK0253''CONCRETE POST PROJECTION 10 CM ABOVE THE GROUND.  IT IS 24.8 M (81.4
LK0253''FT) NORTH OF THE NORTHERN MOST TREE IN A GROUP OF TREES, 15.3 M (50.2
LK0253''FT) WEST OF THE CENTER OF STATE HIGHWAY 63, 0.5 M (1.6 FT) WEST OF A
LK0253''BARBED WIRE FENCE, 0.4 M (1.3 FT) EAST OF A WITNESS POST AND ABOUT
LK0253''LEVEL WITH THE HIGHWAY.