LC0706 ***********************************************************************
LC0706  DESIGNATION -  REEK AZ MK
LC0706  PID         -  LC0706
LC0706  STATE/COUNTY-  IL/MCLEAN
LC0706  USGS QUAD   -  MERNA (1981)
LC0706
LC0706                         *CURRENT SURVEY CONTROL
LC0706  ___________________________________________________________________
LC0706* NAD 83(1986)-  40 35 46.     (N)    088 51 02.     (W)     SCALED
LC0706* NAVD 88     -       235.456  (meters)     772.49   (feet)  ADJUSTED
LC0706  ___________________________________________________________________
LC0706  GEOID HEIGHT-         -32.00  (meters)                     GEOID99
LC0706  DYNAMIC HT  -         235.349 (meters)     772.14  (feet)  COMP
LC0706  MODELED GRAV-     980,166.2   (mgal)                       NAVD 88
LC0706
LC0706  VERT ORDER  -  SECOND    CLASS 0
LC0706
LC0706.The horizontal coordinates were scaled from a topographic map and have
LC0706.an estimated accuracy of +/- 6 seconds.
LC0706
LC0706.The orthometric height was determined by differential leveling
LC0706.and adjusted by the National Geodetic Survey in June 1991.
LC0706
LC0706.The geoid height was determined by GEOID99.
LC0706
LC0706.The dynamic height is computed by dividing the NAVD 88
LC0706.geopotential number by the normal gravity value computed on the
LC0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
LC0706.degrees latitude (g = 980.6199 gals.).
LC0706
LC0706.The modeled gravity was interpolated from observed gravity values.
LC0706
LC0706;                    North         East    Units  Estimated Accuracy
LC0706;SPC IL E     -   436,320.      256,220.      MT  (+/- 180 meters Scaled)
LC0706
LC0706                          SUPERSEDED SURVEY CONTROL
LC0706
LC0706  NGVD 29     -       235.508  (m)          772.66   (f) ADJ UNCH    2 0
LC0706
LC0706.Superseded values are not recommended for survey control.
LC0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
LC0706.See file dsdata.txt to determine how the superseded data were derived.
LC0706
LC0706_MARKER: DZ = AZIMUTH MARK DISK
LC0706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
LC0706_STAMPING: REEK 1960
LC0706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
LC0706+STABILITY: SURFACE MOTION
LC0706
LC0706  HISTORY     - Date     Condition        Recov. By
LC0706  HISTORY     - 1960     MONUMENTED       CGS
LC0706  HISTORY     - 1961     GOOD             NGS
LC0706
LC0706                          STATION DESCRIPTION
LC0706
LC0706''DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
LC0706''3.4 MI NE FROM TOWANDA.
LC0706''ABOUT 0.05 MILE SOUTHWEST ALONG MAIN STREET FROM THE GULF MOBILE
LC0706''AND OHIO RAILROAD STATION IN TOWANDA, THENCE 0.2 MILE WEST ALONG
LC0706''WEST MONROE STREET, THENCE 3.15 MILES NORTHEAST ALONG U.S. HIGHWAY
LC0706''66, THENCE 0.05 MILE SOUTHWEST ALONG THE GULF MOBILE AND OHIO
LC0706''RAILROAD, 32.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
LC0706''NORTHBOUND TRACK, 223 FEET SOUTH OF THE CENTER OF CROSSING OF A
LC0706''FARM ROAD AND THE NORTH-BOUND TRACK, 2 FEET NORTHWEST OF A FENCE,
LC0706''210 FEET SOUTHEAST OF THE SOUTHEAST END OF A METAL GATE, 2.5 FEET
LC0706''WEST OF A METAL WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE
LC0706''TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
LC0706''NOTE-- THIS MARK MAY ALSO BE REACHED FROM THE POST OFFICE IN
LC0706''LEXINGTON BY GOING 0.45 MILE WEST ALONG WEST MAIN STREET, THENCE
LC0706''4.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 66, THENCE 0.05 MILE
LC0706''SOUTHWEST ALONG THE GULF MOBILE AND OHIO RAILROAD.