JJ0089 ***********************************************************************
JJ0089  DESIGNATION -  Q 39
JJ0089  PID         -  JJ0089
JJ0089  STATE/COUNTY-  CO/PROWERS
JJ0089  USGS QUAD   -  HOLLY EAST (1978)
JJ0089
JJ0089                         *CURRENT SURVEY CONTROL
JJ0089  ___________________________________________________________________
JJ0089* NAD 83(1986)-  38 03 01.     (N)    102 07 26.     (W)     SCALED
JJ0089* NAVD 88     -      1035.814  (meters)    3398.33   (feet)  ADJUSTED
JJ0089  ___________________________________________________________________
JJ0089  GEOID HEIGHT-         -23.91  (meters)                     GEOID99
JJ0089  DYNAMIC HT  -        1034.847 (meters)    3395.16  (feet)  COMP
JJ0089  MODELED GRAV-     979,660.7   (mgal)                       NAVD 88
JJ0089
JJ0089  VERT ORDER  -  FIRST     CLASS II
JJ0089
JJ0089.The horizontal coordinates were scaled from a topographic map and have
JJ0089.an estimated accuracy of +/- 6 seconds.
JJ0089
JJ0089.The orthometric height was determined by differential leveling
JJ0089.and adjusted by the National Geodetic Survey in June 1991.
JJ0089
JJ0089.The geoid height was determined by GEOID99.
JJ0089
JJ0089.The dynamic height is computed by dividing the NAVD 88
JJ0089.geopotential number by the normal gravity value computed on the
JJ0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
JJ0089.degrees latitude (G = 980.6199 gals.).
JJ0089
JJ0089.The modeled gravity was interpolated from observed gravity values.
JJ0089
JJ0089;                    North         East    Units  Estimated Accuracy
JJ0089;SPC CO S     -   463,720.    1,210,650.      MT  (+/- 180 meters Scaled)
JJ0089
JJ0089                          SUPERSEDED SURVEY CONTROL
JJ0089
JJ0089  NGVD 29     -      1035.402  (m)         3396.98   (f) ADJ UNCH    1 2
JJ0089
JJ0089.Superseded values are not recommended for survey control.
JJ0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
JJ0089.See file dsdata.txt to determine how the superseded data were derived.
JJ0089
JJ0089_MARKER: DB = BENCH MARK DISK
JJ0089_SETTING: 34 = BUILDING
JJ0089_STAMPING: Q 39 1934
JJ0089_MAGNETIC: N = NO MAGNETIC MATERIAL
JJ0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
JJ0089+STABILITY: SURFACE MOTION
JJ0089_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
JJ0089+SATELLITE: SATELLITE OBSERVATIONS - October 04, 1997
JJ0089
JJ0089  HISTORY     - Date     Condition        Recov. By
JJ0089  HISTORY     - 1934     MONUMENTED       CGS
JJ0089  HISTORY     - 1945     GOOD             NGS
JJ0089  HISTORY     - 1986     GOOD             NGS
JJ0089  HISTORY     - 19971004 GOOD             NGS
JJ0089
JJ0089                          STATION DESCRIPTION
JJ0089
JJ0089''DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
JJ0089''AT HOLLY.
JJ0089''AT HOLLY, 22 FEET WEST OF THE SOUTHEAST CORNER OF THE ATCHISON,
JJ0089''TOPEKA AND SANTA FE RAILWAY STATION, AT MILEAGE 474.9, 33 FEET NORTH
JJ0089''OF THE EAST TRACK, AND ABOUT 4 FEET ABOVE A PLATFORM.  A STANDARD
JJ0089''DISK, STAMPED Q 39 1934 AND SET VERTICALLY.
JJ0089
JJ0089                          STATION RECOVERY (1986)
JJ0089
JJ0089''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
JJ0089''RECOVERED IN GOOD CONDITION.
JJ0089
JJ0089                          STATION RECOVERY (1997)
JJ0089
JJ0089''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
JJ0089''IN HOLLY, AT THE INTERSECTION OF MAIN STREET AND THE BURLINGTON
JJ0089''NORTHERN RAILROAD, SET VERTICALLY IS THE SOUTH FACE OF THE BURLINGTON
JJ0089''NORTHERN RAILROAD STATION, 49.5 M (162.4 FT) WEST OF THE STREET
JJ0089''CENTER, 6.4 M (21.0 FT) NORTH OF THE NEAR RAIL, 1.3 M (4.3 FT) ABOVE
JJ0089''THE GROUND SURFACE, AND 0.15 M (0.49 FT) WEST OF THE SOUTHEAST CORNER
JJ0089''OF THE EXTENDED PORTION OF THE BUILDING.