LC0424 ***********************************************************************
LC0424  DESIGNATION -  C 164
LC0424  PID         -  LC0424
LC0424  STATE/COUNTY-  IL/MCLEAN
LC0424  USGS QUAD   -  BLOOMINGTON EAST (1981)
LC0424
LC0424                         *CURRENT SURVEY CONTROL
LC0424  ___________________________________________________________________
LC0424* NAD 83(1986)-  40 28 07.     (N)    088 58 50.     (W)     SCALED
LC0424* NAVD 88     -       254.039  (meters)     833.46   (feet)  ADJUSTED
LC0424  ___________________________________________________________________
LC0424  GEOID HEIGHT-         -32.07  (meters)                     GEOID99
LC0424  DYNAMIC HT  -         253.920 (meters)     833.07  (feet)  COMP
LC0424  MODELED GRAV-     980,148.7   (mgal)                       NAVD 88
LC0424
LC0424  VERT ORDER  -  FIRST     CLASS I
LC0424
LC0424.The horizontal coordinates were scaled from a topographic map and have
LC0424.an estimated accuracy of +/- 6 seconds.
LC0424
LC0424.The orthometric height was determined by differential leveling
LC0424.and adjusted by the National Geodetic Survey in June 1991.
LC0424
LC0424.The geoid height was determined by GEOID99.
LC0424
LC0424.The dynamic height is computed by dividing the NAVD 88
LC0424.geopotential number by the normal gravity value computed on the
LC0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
LC0424.degrees latitude (g = 980.6199 gals.).
LC0424
LC0424.The modeled gravity was interpolated from observed gravity values.
LC0424
LC0424;                    North         East    Units  Estimated Accuracy
LC0424;SPC IL E     -   422,230.      245,110.      MT  (+/- 180 meters Scaled)
LC0424
LC0424                          SUPERSEDED SURVEY CONTROL
LC0424
LC0424  NGVD 29     -       254.096  (m)          833.65   (f) ADJ UNCH    1 1
LC0424
LC0424.Superseded values are not recommended for survey control.
LC0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
LC0424.See file dsdata.txt to determine how the superseded data were derived.
LC0424
LC0424_MARKER: DB = BENCH MARK DISK
LC0424_SETTING: 34 = FOUNDATION WALL
LC0424_STAMPING: C 164 1954
LC0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
LC0424+STABILITY: SURFACE MOTION
LC0424
LC0424  HISTORY     - Date     Condition        Recov. By
LC0424  HISTORY     - 1954     MONUMENTED       CGS
LC0424  HISTORY     - 1969     GOOD             NGS
LC0424  HISTORY     - 1986     GOOD             NGS
LC0424
LC0424                          STATION DESCRIPTION
LC0424
LC0424''DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
LC0424''1.4 MI S FROM BLOOMINGTON.
LC0424''ABOUT 0.65 MILE EAST ALONG E. WASHINGTON STREET FROM THE MCLEAN
LC0424''COUNTY COURTHOUSE AT BLOOMINGTON, THENCE 0.8 MILE SOUTH ALONG THE
LC0424''ILLINOIS CENTRAL RAILROAD, 48 FEET WEST OF THE WEST RAIL, SET
LC0424''VERTICALLY IN THE EAST FACE AND 1.0 FOOT NORTH OF THE SOUTHEAST
LC0424''CORNER OF THE CONCRETE FOUNDATION FOR A METAL BUILDING WHICH IS
LC0424''A WAREHOUSE FOR THE FALSTAFF BREWING COMPANY, 201 1/2 FEET SOUTH
LC0424''OF THE CENTER LINE OF E. CROXTON AVENUE, 5 FEET NORTHWEST OF A
LC0424''TELEPHONE POLE, 2.0 FEET ABOVE THE LEVEL OF THE GROUND, AND ABOUT
LC0424''3 FEET ABOVE THE LEVEL OF THE TRACK.  SEC 9, T23N, R2E
LC0424
LC0424                          STATION RECOVERY (1986)
LC0424
LC0424''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
LC0424''RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN
LC0424''BLOOMINGTON, AT 903 EAST CROXTON AVENUE, SET VERTICALLY IN THE EAST
LC0424''FACE OF THE FOUNDATION WALL OF THE CANO PIPE AND SUPPLY COMPANY, AND
LC0424''0.3 M (1.0 FT) NORTH OF THE SOUTHEAST CORNER OF THE BUILDING.
LC0424''THE MARK IS 0.6 M ABOVE THE GROUND.