LC0595 ***********************************************************************
LC0595  DESIGNATION -  X 203
LC0595  PID         -  LC0595
LC0595  STATE/COUNTY-  IL/DE WITT
LC0595  USGS QUAD   -  BELLFLOWER (1983)
LC0595
LC0595                         *CURRENT SURVEY CONTROL
LC0595  ___________________________________________________________________
LC0595* NAD 83(1986)-  40 16 02.     (N)    088 37 19.     (W)     SCALED
LC0595* NAVD 88     -       221.910  (meters)     728.05   (feet)  ADJUSTED
LC0595  ___________________________________________________________________
LC0595  GEOID HEIGHT-         -31.91  (meters)                     GEOID99
LC0595  DYNAMIC HT  -         221.803 (meters)     727.70  (feet)  COMP
LC0595  MODELED GRAV-     980,138.1   (mgal)                       NAVD 88
LC0595
LC0595  VERT ORDER  -  SECOND    CLASS 0
LC0595
LC0595.The horizontal coordinates were scaled from a topographic map and have
LC0595.an estimated accuracy of +/- 6 seconds.
LC0595
LC0595.The orthometric height was determined by differential leveling
LC0595.and adjusted by the National Geodetic Survey in June 1991.
LC0595
LC0595.The geoid height was determined by GEOID99.
LC0595
LC0595.The dynamic height is computed by dividing the NAVD 88
LC0595.geopotential number by the normal gravity value computed on the
LC0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
LC0595.degrees latitude (g = 980.6199 gals.).
LC0595
LC0595.The modeled gravity was interpolated from observed gravity values.
LC0595
LC0595;                    North         East    Units  Estimated Accuracy
LC0595;SPC IL E     -   399,710.      275,450.      MT  (+/- 180 meters Scaled)
LC0595
LC0595                          SUPERSEDED SURVEY CONTROL
LC0595
LC0595  NGVD 29     -       221.957  (m)          728.20   (f) ADJ UNCH    2 0
LC0595
LC0595.Superseded values are not recommended for survey control.
LC0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
LC0595.See file dsdata.txt to determine how the superseded data were derived.
LC0595
LC0595_MARKER: DB = BENCH MARK DISK
LC0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
LC0595_STAMPING: X 203 1959
LC0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
LC0595+STABILITY: SURFACE MOTION
LC0595
LC0595  HISTORY     - Date     Condition        Recov. By
LC0595  HISTORY     - 1959     MONUMENTED       CGS
LC0595
LC0595                          STATION DESCRIPTION
LC0595
LC0595''DESCRIBED BY COAST AND GEODETIC SURVEY 1959
LC0595''2 MI N FROM FARMER CITY.
LC0595''ABOUT 1.95 MILES NORTH ALONG U.S. HIGHWAY 54 FROM ITS JUNCTION
LC0595''WITH U.S. HIGHWAY 150 IN FARMER CITY, AT AN EAST-WEST ROAD
LC0595''CROSSING, 36 1/2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
LC0595''38 FEET SOUTH OF THE CENTER LINE OF THE GRAVEL ROAD, 46 FEET
LC0595''SOUTHEAST OF THE CENTER OF THE JUNCTION, 1 FOOT WEST OF A FENCE,
LC0595''12 1/2 FEET SOUTH-SOUTHWEST OF A FENCE CORNER, 1.9 FEET
LC0595''NORTH-NORTHWEST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW
LC0595''THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST
LC0595''PROJECTING 3 INCHES.