KD0623 ***********************************************************************
KD0623  DESIGNATION -  B 220
KD0623  PID         -  KD0623
KD0623  STATE/COUNTY-  MO/LAFAYETTE
KD0623  USGS QUAD   -  LEXINGTON WEST (1979)
KD0623
KD0623                         *CURRENT SURVEY CONTROL
KD0623  ___________________________________________________________________
KD0623* NAD 83(1986)-  39 08 04.     (N)    093 58 56.     (W)     SCALED
KD0623* NAVD 88     -       241.720  (meters)     793.04   (feet)  ADJUSTED
KD0623  ___________________________________________________________________
KD0623  GEOID HEIGHT-         -32.59  (meters)                     GEOID99
KD0623  DYNAMIC HT  -         241.568 (meters)     792.54  (feet)  COMP
KD0623  MODELED GRAV-     979,994.0   (mgal)                       NAVD 88
KD0623
KD0623  VERT ORDER  -  FIRST     CLASS II
KD0623
KD0623.The horizontal coordinates were scaled from a topographic map and have
KD0623.an estimated accuracy of +/- 6 seconds.
KD0623
KD0623.The orthometric height was determined by differential leveling
KD0623.and adjusted by the National Geodetic Survey in June 1991.
KD0623
KD0623.The geoid height was determined by GEOID99.
KD0623
KD0623.The dynamic height is computed by dividing the NAVD 88
KD0623.geopotential number by the normal gravity value computed on the
KD0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
KD0623.degrees latitude (g = 980.6199 gals.).
KD0623
KD0623.The modeled gravity was interpolated from observed gravity values.
KD0623
KD0623;                    North         East    Units  Estimated Accuracy
KD0623;SPC MO W     -   329,500.      894,770.      MT  (+/- 180 meters Scaled)
KD0623
KD0623                          SUPERSEDED SURVEY CONTROL
KD0623
KD0623  NGVD 29     -       241.616  (m)          792.70   (f) ADJ UNCH    1 2
KD0623
KD0623.Superseded values are not recommended for survey control.
KD0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
KD0623.See file dsdata.txt to determine how the superseded data were derived.
KD0623
KD0623_MARKER: DB = BENCH MARK DISK
KD0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
KD0623_STAMPING: B 220 1948
KD0623_PROJECTION: PROJECTING 10 CENTIMETERS
KD0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
KD0623+STABILITY: SURFACE MOTION
KD0623
KD0623  HISTORY     - Date     Condition        Recov. By
KD0623  HISTORY     - 1948     MONUMENTED       CGS
KD0623  HISTORY     - 1962     GOOD             NGS
KD0623  HISTORY     - 1986     GOOD             NGS
KD0623
KD0623                          STATION DESCRIPTION
KD0623
KD0623''DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
KD0623''AT WELLINGTON.
KD0623''AT THE NORTHWEST CORNER OF A SMALL CITY PARK, 56 FEET SOUTHEAST
KD0623''ACROSS AN ASPHALT STREET FROM THE SOUTHEAST CORNER OF A
KD0623''TRUCK SCALE, 35 FEET EAST OF THE CENTERLINE OF THE ASPHALT
KD0623''STREET, 30 FEET SOUTH OF THE CENTERLINE OF THE ASPHALT STREET,
KD0623''2.2 FEET EAST OF A LIGHT POLE, AND SET IN THE TOP OF A CONCRETE
KD0623''POST LEVEL WITH THE GROUND.
KD0623
KD0623                          STATION RECOVERY (1986)
KD0623
KD0623''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
KD0623''RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN
KD0623''WELLINGTON, AT THE JUNCTION OF FOURTH AND WALNUT STREETS, NEAR THE
KD0623''NORTHWEST CORNER OF THE CITY PARK, 10.7 M (35.1 FT) SOUTH OF THE
KD0623''CENTER OF FOURTH STREET, 9.2 M (30.2 FT) EAST OF THE CENTER OF WALNUT
KD0623''STREET, 1.3 M (4.3 FT) SOUTH OF THE NORTHWEST CORNER OF A SHELTER
KD0623''HOUSE, AND 0.7 M (2.3 FT) EAST OF A UTILITY POLE.
KD0623''THE MARK IS ABOVE LEVEL WITH THE STREET.