LC0749 ***********************************************************************
LC0749  DESIGNATION -  WAGNER RM 1
LC0749  PID         -  LC0749
LC0749  STATE/COUNTY-  IL/LIVINGSTON
LC0749  USGS QUAD   -  SOUTHWEST PONTIAC (1983)
LC0749
LC0749                         *CURRENT SURVEY CONTROL
LC0749  ___________________________________________________________________
LC0749* NAD 83(1986)-  40 47 33.     (N)    088 41 28.     (W)     SCALED
LC0749* NAVD 88     -       210.182  (meters)     689.57   (feet)  ADJUSTED
LC0749  ___________________________________________________________________
LC0749  GEOID HEIGHT-         -32.09  (meters)                     GEOID99
LC0749  DYNAMIC HT  -         210.090 (meters)     689.27  (feet)  COMP
LC0749  MODELED GRAV-     980,183.3   (mgal)                       NAVD 88
LC0749
LC0749  VERT ORDER  -  SECOND    CLASS 0
LC0749
LC0749.The horizontal coordinates were scaled from a topographic map and have
LC0749.an estimated accuracy of +/- 6 seconds.
LC0749
LC0749.The orthometric height was determined by differential leveling
LC0749.and adjusted by the National Geodetic Survey in June 1991.
LC0749
LC0749.The geoid height was determined by GEOID99.
LC0749
LC0749.The dynamic height is computed by dividing the NAVD 88
LC0749.geopotential number by the normal gravity value computed on the
LC0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
LC0749.degrees latitude (g = 980.6199 gals.).
LC0749
LC0749.The modeled gravity was interpolated from observed gravity values.
LC0749
LC0749;                    North         East    Units  Estimated Accuracy
LC0749;SPC IL E     -   458,060.      269,810.      MT  (+/- 180 meters Scaled)
LC0749
LC0749                          SUPERSEDED SURVEY CONTROL
LC0749
LC0749  NGVD 29     -       210.236  (m)          689.75   (f) ADJ UNCH    2 0
LC0749
LC0749.Superseded values are not recommended for survey control.
LC0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
LC0749.See file dsdata.txt to determine how the superseded data were derived.
LC0749
LC0749_MARKER: DR = REFERENCE MARK DISK
LC0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
LC0749_STAMPING: WAGNER NO 1 1960
LC0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
LC0749+STABILITY: SURFACE MOTION
LC0749
LC0749  HISTORY     - Date     Condition        Recov. By
LC0749  HISTORY     - 1960     MONUMENTED       CGS
LC0749  HISTORY     - 1961     GOOD             NGS
LC0749
LC0749                          STATION DESCRIPTION
LC0749
LC0749''DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
LC0749''4.2 MI NE FROM CHENOA.
LC0749''ABOUT 4.15 MILES NORTHEAST ALONG U.S. HIGHWAY 66 FROM ITS
LC0749''JUNCTION WITH U.S. HIGHWAY 24 IN THE SOUTHWEST PART OF CHENOA,
LC0749''AT THE WAGNER STONE COMPANY, 61 FEET SOUTHEAST OF THE CENTER
LC0749''LINE OF THE NORTHBOUND LANE OF U.S. HIGHWAY 66, 38 FEET NORTHWEST
LC0749''OF THE NORTHWEST RAIL OF THE SOUTHBOUND TRACK OF THE GULF MOBILE
LC0749''AND OHIO RAIL ROAD, 10 FEET NORTHEAST OFF A WIRE BRACE TELEPHONE
LC0749''POLE, 64 FEET NORTH-NORTHEAST OF THE SOUTHEAST END OF A CONCRETE
LC0749''PIPE CULVERT UNDER U.S. HIGHWAY 66, 52.5 FEET NORTHEAST OF
LC0749''TRAVERSE STATION WAGNER, 52.3 FEET NORTHEAST OF A METAL WITNESS
LC0749''POST, 3 FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP
LC0749''OF A CONCRETE POST WHICH PROJECTS ABOUT 1 INCH.