LC0909 ***********************************************************************
LC0909  DESIGNATION -  H 43
LC0909  PID         -  LC0909
LC0909  STATE/COUNTY-  IL/WOODFORD
LC0909  USGS QUAD   -  EL PASO (1995)
LC0909
LC0909                         *CURRENT SURVEY CONTROL
LC0909  ___________________________________________________________________
LC0909* NAD 83(1986)-  40 44 18.     (N)    089 00 37.     (W)     SCALED
LC0909* NAVD 88     -       225.708  (meters)     740.51   (feet)  ADJUSTED
LC0909  ___________________________________________________________________
LC0909  GEOID HEIGHT-         -32.24  (meters)                     GEOID99
LC0909  DYNAMIC HT  -         225.607 (meters)     740.18  (feet)  COMP
LC0909  MODELED GRAV-     980,172.4   (mgal)                       NAVD 88
LC0909
LC0909  VERT ORDER  -  FIRST     CLASS II
LC0909
LC0909.The horizontal coordinates were scaled from a topographic map and have
LC0909.an estimated accuracy of +/- 6 seconds.
LC0909
LC0909.The orthometric height was determined by differential leveling
LC0909.and adjusted by the National Geodetic Survey in June 1991.
LC0909
LC0909.The geoid height was determined by GEOID99.
LC0909
LC0909.The dynamic height is computed by dividing the NAVD 88
LC0909.geopotential number by the normal gravity value computed on the
LC0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
LC0909.degrees latitude (g = 980.6199 gals.).
LC0909
LC0909.The modeled gravity was interpolated from observed gravity values.
LC0909
LC0909;                    North         East    Units  Estimated Accuracy
LC0909;SPC IL W     -   452,610.      797,670.      MT  (+/- 180 meters Scaled)
LC0909
LC0909                          SUPERSEDED SURVEY CONTROL
LC0909
LC0909  NGVD 29     -       225.745  (m)          740.63   (f) ADJ UNCH    1 2
LC0909
LC0909.Superseded values are not recommended for survey control.
LC0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
LC0909.See file dsdata.txt to determine how the superseded data were derived.
LC0909
LC0909_MARKER: DB = BENCH MARK DISK
LC0909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
LC0909_STAMPING: H 43 1934
LC0909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
LC0909+STABILITY: SURFACE MOTION
LC0909
LC0909  HISTORY     - Date     Condition        Recov. By
LC0909  HISTORY     - 1934     MONUMENTED       CGS
LC0909  HISTORY     - 1960     GOOD             NGS
LC0909  HISTORY     - 19981023 GOOD             USPSQD
LC0909
LC0909                          STATION DESCRIPTION
LC0909
LC0909''DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
LC0909''AT EL PASO.
LC0909''AT EL PASO, ABOUT 0.3 MILE EAST ALONG THE TOLEDO, PEORIA AND
LC0909''WESTERN RAILROAD FROM THE STATION AT EL PASO, ABOUT 55 YARDS
LC0909''EAST OF MILE POST 78, IN SECTION 5, R 2 E, T 26 N, 47 FEET NORTH
LC0909''OF NORTH RAIL, 18 1/2 FEET SOUTH OF SOUTH CURB OF FRONT STREET,
LC0909''25 1/2 FEET WEST OF WEST CURB OF GRANT STREET (DOES NOT CROSS
LC0909''TRACK), 4 FEET WEST-SOUTHWEST OF A POWER POLE, ABOUT 3 FEET
LC0909''BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
LC0909''4 INCHES.
LC0909
LC0909                          STATION RECOVERY (1998)
LC0909
LC0909''RECOVERY NOTE BY US POWER SQUADRON 1998
LC0909''RECOVERED IN GOOD CONDITION.