LC0679 ***********************************************************************
LC0679  DESIGNATION -  KERRICK RM 1
LC0679  PID         -  LC0679
LC0679  STATE/COUNTY-  IL/MCLEAN
LC0679  USGS QUAD   -  NORMAL EAST (1981)
LC0679
LC0679                         *CURRENT SURVEY CONTROL
LC0679  ___________________________________________________________________
LC0679* NAD 83(1997)-  40 32 27.76442(N)    088 59 14.48757(W)     ADJUSTED
LC0679* NAVD 88     -       265.848  (meters)     872.20   (feet)  ADJUSTED
LC0679  ___________________________________________________________________
LC0679  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
LC0679  GEOID HEIGHT-         -32.05  (meters)                     GEOID99
LC0679  DYNAMIC HT  -         265.724 (meters)     871.80  (feet)  COMP
LC0679  MODELED GRAV-     980,152.5   (mgal)                       NAVD 88
LC0679
LC0679  HORZ ORDER  -  FIRST
LC0679  VERT ORDER  -  FIRST     CLASS I
LC0679
LC0679.The horizontal coordinates were established by classical geodetic methods
LC0679.and adjusted by the National Geodetic Survey in October 1999.
LC0679
LC0679.The orthometric height was determined by differential leveling
LC0679.and adjusted by the National Geodetic Survey in June 1991.
LC0679.WARNING-Repeat measurements at this control monument indicate possible
LC0679.vertical movement.
LC0679
LC0679.The Laplace correction was computed from DEFLEC99 derived deflections.
LC0679
LC0679.The geoid height was determined by GEOID99.
LC0679
LC0679.The dynamic height is computed by dividing the NAVD 88
LC0679.geopotential number by the normal gravity value computed on the
LC0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
LC0679.degrees latitude (g = 980.6199 gals.).
LC0679
LC0679.The modeled gravity was interpolated from observed gravity values.
LC0679
LC0679;                    North         East     Units   Scale      Converg.
LC0679;SPC IL E     -   430,281.981   244,594.820   MT  1.00001277 -0 25 30.4
LC0679;UTM  16      - 4,489,708.426   331,700.896   MT  0.99994866 -1 17 31.5
LC0679
LC0679:                Primary Azimuth Mark                     Grid Az
LC0679:SPC IL E     -  J 172                                    002 07 59.6
LC0679:UTM  16      -  J 172                                    003 00 00.7
LC0679
LC0679|---------------------------------------------------------------------|
LC0679| PID    Reference Object                     Distance      Geod. Az  |
LC0679|                                                           dddmmss.s |
LC0679| LC0677 J 172                                              0014229.2 |
LC0679| LC1853 EL PASO SINCLAIR PLINE CO MAST      APPROX.19.2 KM 0045627.9 |
LC0679| LC1556 KERRICK RM 3                         21.150 METERS 09150     |
LC0679| LC0680 KERRICK RESET                        24.061 METERS 09232     |
LC0679| LC1907 BLOOMINGTON RALSTON PURINA TK       APPROX. 7.6 KM 2000037.9 |
LC0679| LC0678 KERRICK RM 2                         31.590 METERS 35536     |
LC0679|---------------------------------------------------------------------|
LC0679
LC0679                          SUPERSEDED SURVEY CONTROL
LC0679
LC0679  NAD 83(1986)-  40 32 27.77859(N)    088 59 14.48748(W) AD(       ) 1
LC0679  NAD 27      -  40 32 27.65020(N)    088 59 14.21700(W) AD(       ) 1
LC0679  NGVD 29     -       265.900  (m)          872.37   (f) ADJ UNCH    1 1
LC0679
LC0679.Superseded values are not recommended for survey control.
LC0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
LC0679.See file dsdata.txt to determine how the superseded data were derived.
LC0679
LC0679_MARKER: DB = BENCH MARK DISK
LC0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
LC0679_STAMPING: KERRICK 1920
LC0679_MAGNETIC: N = NO MAGNETIC MATERIAL
LC0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
LC0679+STABILITY: SURFACE MOTION
LC0679
LC0679  HISTORY     - Date     Condition        Recov. By
LC0679  HISTORY     - 1959     MONUMENTED       CGS
LC0679  HISTORY     - 1969     GOOD             NGS
LC0679  HISTORY     - 1978     GOOD             NGS
LC0679
LC0679                          STATION DESCRIPTION
LC0679
LC0679''DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
LC0679''THE STATION IS ABOUT 4-1/2 MILES SOUTH OF HUDSON, ABOUT 2
LC0679''MILES NORTH OF NORMAL, IN THE NORTHEAST 1/4 OF SEC. 16, T.
LC0679''24 N., R. 2 E., AND ON RAILROAD PROPERTY.  IT IS 100 FEET
LC0679''SOUTH OF A T-FENCE CORNER, 94 FEET WEST OF THE WEST RAIL OF
LC0679''THE RAILROAD TRACK, 73 FEET SOUTH OF A TELEPHONE POLE WITH A
LC0679''TRIANGULAR BLAZE ON ITS EAST SIDE AND 3 FEET EAST OF A WIRE
LC0679''FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
LC0679''KERRICK 1920.
LC0679''
LC0679''TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51
LC0679''AND U.S. HIGHWAY 66 (BUSINESS ROUTE) IN NORMAL, GO NORTH ON
LC0679''U.S. HIGHWAY 51 FOR 2.2 MILES TO A CROSSROAD.  TURN RIGHT
LC0679''AND GO EAST ON A DIRT ROAD FOR 0.5 MILE TO A TRACK ROAD
LC0679''RIGHT JUST BEFORE REACHING A RAILROAD TRACK AND BENCH MARK
LC0679''J 172 EAST OF THE RAILROAD TRACK NEAR A FENCE CORNER AS
LC0679''DESCRIBED.  TURN RIGHT AND GO SOUTH ON THE TRACK ROAD FOR
LC0679''0.45 MILE TO THE TRIANGULAR BLAZED TELEPHONE POLE AND THE
LC0679''STATION AS DESCRIBED.
LC0679''
LC0679''REFERENCE MARK 2 IS 35 FEET NORTHWEST OF THE TELEPHONE POLE
LC0679''WITH THE TRIANGULAR BLAZE ON ITS EAST SIDE, 4 FEET NORTH OF A
LC0679''T-FENCE CORNER AND 1 FOOT EAST OF A WIRE FENCE.  THE MONUMENT
LC0679''PROJECTS 4 INCHES AND THE DISK IS STAMPED KERRICK NO 2 1920
LC0679''1959.
LC0679''
LC0679''KERRICK 1920 1959 IS 104 FEET SOUTHEAST OF THE TELEPHONE
LC0679''POLE WITH THE TRIANGULAR BLAZE ON ITS EAST SIDE, 16 FEET
LC0679''WEST OF THE WEST RAIL OF THE RAILROAD TRACK AND 3 FEET NORTH
LC0679''OF A WITNESS POST.  THE MONUMENT PROJECTS 3 INCHES AND THE
LC0679''DISK IS STAMPED KERRICK 1920 1959.
LC0679''
LC0679''BENCH MARK J 172 IS 96 FEET EAST OF THE EAST RAIL OF THE RAILROAD
LC0679''TRACK, 38 FEET SOUTH OF THE CENTERLINE OF A DIRT ROAD, 13
LC0679''FEET SOUTH OF A FENCE CORNER AND 2 FEET WEST OF A WIRE FENCE.
LC0679''IT IS A U.S. COAST AND GEODETIC SURVEY BENCH MARK DISK STAMPED
LC0679''J 172 1954 SET IN A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.
LC0679''
LC0679''HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
LC0679
LC0679                          STATION RECOVERY (1969)
LC0679
LC0679''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
LC0679''2.3 MI N FROM NORMAL.
LC0679''ABOUT 2.3 MILES NORTH ALONG THE ILLINOIS CENTRAL RIALROAD FROM
LC0679''THE STATION AT NORMAL, 0.2 MILE NORTH OF A RAILROAD UNDERPASS
LC0679''FOR INTERSTATE HIGHWAY 55, 0.4 MILE SOUTH OF A CROSSING OF THE
LC0679''RAILROAD AND A PAVED ROAD, 95 1/2 FEET WEST OF THE WEST RAIL OF
LC0679''THE MAIN TRACK, 58 FEET NORTH OF A TELEPHONE POLE, 78.94 FEET
LC0679''WEST OF TRIANGULATION STATION KERRICK 1959, 2 FEET EAST OF A
LC0679''FENCE, ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK, AND SET IN THE
LC0679''TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH ABOVE THE SURFACE
LC0679''OF THE GROUND.  SEC 16, T24N, R2E
LC0679
LC0679                          STATION RECOVERY (1978)
LC0679
LC0679''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
LC0679''KERRICK RM 1 AND RM 2 WERE FOUND IN GOOD CONDITION.  KERRICK 1920 1959
LC0679''WAS NOT FOUND AND ASSUMED LOST.  BENCH MARK J 172 1954 WAS RECOVERED
LC0679''DESTROYED WITH THE DISK MISSING.  KERRICK 1920 1959 PROJECTS TO A
LC0679''LARGE PILE OF DIRT WHICH WAS PROBED FOR BUT NOTHING FOUND.  REFERENCE
LC0679''MARK 3 WAS SET.  THE DISTANCE TO REFERENCE MARK 1 TO 2 WAS LONGER BY
LC0679''0.03 FOOT LONGER BY THE 1959 DISTANCE.
LC0679''
LC0679''TO REACH FROM INTERSECTION OF U.S. HIGHWAY 51 AND INTERSTATE HIGHWAY
LC0679''55 AT THE NORTH EDGE OF NORMAL, GO NORTH ON HIGHWAY 51 FOR 0.55 MILE
LC0679''TO A CROSSROAD.  TURN RIGHT, GO EAST FOR 0.4 MILE TO A SIDE ROAD
LC0679''RIGHT.  TURN RIGHT, GO SOUTH FOR 0.2 MILE TO A WATER TANK AND END OF
LC0679''TRUCK TRAVEL.  PACK SOUTHEAST TO RAILROAD TRACKS AND STATION AS
LC0679''DESCRIBED.
LC0679''
LC0679''REFERENCE MARK 1 IS 100 FEET SOUTH OF A FENCE CORNER, 95 FEET WEST OF
LC0679''THE WEST RAIL OF RAILROAD TRACKS, 3 FEET EAST OF FENCE AND 1 FOOT
LC0679''NORTH OF A METAL WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE
LC0679''DISK STAMPED KERRICK 1920.
LC0679''
LC0679''REFERENCE MARK 2 IS 94 FEET W OF W RAIL OF TRACKS, 4 FOOT N OF FENCE
LC0679''CORNER AND 1 FOOT E OF FENCE.  THE MARK PROJECTS 3 INCHES AND THE DISK
LC0679''STAMPED KERRICK NO 2 1920 1959.
LC0679''
LC0679''REFERENCE MARK 3 IS 73 FEET E OF FENCE AND 26.0 FEET W OF W RAIL OF
LC0679''RAILROAD LINE.  THE MARK IS FLUSH AND THE DISK STAMPED KERRICK 1959 NO
LC0679''3 1978.