MF0294 ***********************************************************************
MF0294  DESIGNATION -  GARDNER
MF0294  PID         -  MF0294
MF0294  STATE/COUNTY-  IL/GRUNDY
MF0294  USGS QUAD   -  GARDNER (1983)
MF0294
MF0294                         *CURRENT SURVEY CONTROL
MF0294  ___________________________________________________________________
MF0294* NAD 83(1997)-  41 11 04.90149(N)    088 19 05.70643(W)     ADJUSTED
MF0294* NAVD 88     -       178.928  (meters)     587.03   (feet)  ADJUSTED
MF0294  ___________________________________________________________________
MF0294  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
MF0294  GEOID HEIGHT-         -32.62  (meters)                     GEOID99
MF0294  DYNAMIC HT  -         178.857 (meters)     586.80  (feet)  COMP
MF0294  MODELED GRAV-     980,219.7   (mgal)                       NAVD 88
MF0294
MF0294  HORZ ORDER  -  SECOND
MF0294  VERT ORDER  -  SECOND    CLASS 0
MF0294
MF0294.The horizontal coordinates were established by classical geodetic methods
MF0294.and adjusted by the National Geodetic Survey in October 1999.
MF0294
MF0294.The orthometric height was determined by differential leveling
MF0294.and adjusted by the National Geodetic Survey in June 1991.
MF0294
MF0294.The Laplace correction was computed from DEFLEC99 derived deflections.
MF0294
MF0294.The geoid height was determined by GEOID99.
MF0294
MF0294.The dynamic height is computed by dividing the NAVD 88
MF0294.geopotential number by the normal gravity value computed on the
MF0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
MF0294.degrees latitude (g = 980.6199 gals.).
MF0294
MF0294.The modeled gravity was interpolated from observed gravity values.
MF0294
MF0294;                    North         East     Units   Scale      Converg.
MF0294;SPC IL E     -   501,552.810   301,265.308   MT  0.99997502 +0 00 35.8
MF0294;UTM  16      - 4,560,097.853   389,441.750   MT  0.99975043 -0 52 05.3
MF0294
MF0294:                Primary Azimuth Mark                     Grid Az
MF0294:SPC IL E     -  GARDNER AZ MK                            195 42 04.0
MF0294:UTM  16      -  GARDNER AZ MK                            196 34 45.1
MF0294
MF0294|---------------------------------------------------------------------|
MF0294| PID    Reference Object                     Distance      Geod. Az  |
MF0294|                                                           dddmmss.s |
MF0294| MF0295 GARDNER RM 2                         26.723 METERS 00537     |
MF0294| MF1426 GARDNER MUNICIPAL TANK              APPROX. 0.7 KM 0774534.6 |
MF0294|        GARDNER AZ MK                                      1954239.8 |
MF0294| MF0293 GARDNER RM 1                         26.374 METERS 20915     |
MF0294|---------------------------------------------------------------------|
MF0294
MF0294                          SUPERSEDED SURVEY CONTROL
MF0294
MF0294  NAD 83(1997)-  41 11 04.90525(N)    088 19 05.70944(W) AD(       ) 2
MF0294  NAD 83(1986)-  41 11 04.90970(N)    088 19 05.72229(W) AD(       ) 2
MF0294  NAD 27      -  41 11 04.79200(N)    088 19 05.50580(W) AD(       ) 2
MF0294  NGVD 29     -       179.006  (m)          587.29   (f) ADJ UNCH    2 0
MF0294
MF0294.Superseded values are not recommended for survey control.
MF0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
MF0294.See file dsdata.txt to determine how the superseded data were derived.
MF0294
MF0294_MARKER: DE = TRAVERSE STATION DISK
MF0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
MF0294_STAMPING: GARDNER 1960
MF0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
MF0294+STABILITY: SURFACE MOTION
MF0294
MF0294  HISTORY     - Date     Condition        Recov. By
MF0294  HISTORY     - 1960     MONUMENTED       CGS
MF0294  HISTORY     - 1961     GOOD             NGS
MF0294  HISTORY     - 1970     GOOD             LOCENG
MF0294  HISTORY     - 1976     GOOD             ALSTER
MF0294  HISTORY     - 1989     GOOD             USPSQD
MF0294
MF0294                          STATION DESCRIPTION
MF0294
MF0294''DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
MF0294''THE STATION IS LOCATED IN THE WEST EDGE OF GARDNER ON THE WEST
MF0294''SIDE OF U.S. HIGHWAY ALTERNATE 66, ABOUT 0.2 MILE EAST OF U.S.
MF0294''HIGHWAY 66, ABOUT 0.05 MILE SOUTH OF THE JUNCTION OF U.S.
MF0294''HIGHWAY ALTERNATE 66 AND STATE ROUTE 129 AND JUST EAST OF
MF0294''SOME GRAIN BINS.
MF0294''
MF0294''TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY ALTERNATE
MF0294''66 AND STATE ROUTE 129 IN THE WEST EDGE OF GARDNER, GO SOUTH
MF0294''ON U.S. HIGHWAY ALTERNATE 66 FOR ABOUT 0.05 MILE TO STATION ON
MF0294''RIGHT.
MF0294''
MF0294''STATION MARK, A STANDARD TRAVERSE DISK SET IN THE TOP OF A
MF0294''14 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE
MF0294''OF THE GROUND AND IS STAMPED GARDNER 1960.  THE MARK IS 69
MF0294''FEET WEST OF THE CENTER OF THE ROAD, 46 FEET SOUTH OF CENTER
MF0294''OF DRIVEWAY, 18.7 FEET EAST OF FENCE AND 18.2 FEET EAST OF THE
MF0294''WITNESS POST.
MF0294''
MF0294''REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN THE TOP
MF0294''OF A 12 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE
MF0294''SURFACE OF THE GROUND AND IS STAMPED GARDNER NO 1 1960, THE
MF0294''MARK IS 87 FEET WEST OF THE CENTER OF ROAD, 83 FEET SOUTH OF
MF0294''THE WITNESS POST AND 1 FOOT EAST OF FENCE.
MF0294''
MF0294''REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN THE TOP
MF0294''OF A 12 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE
MF0294''SURFACE OF THE GROUND AND IS STAMPED GARDNER NO 2 1960.  THE
MF0294''MARK IS 87 FEET NORTH OF THE WITNESS POST, 87 FEET WEST OF THE
MF0294''CENTER OF ROAD, 43 FEET NORTH OF CENTER OF GATE AND 3 FEET
MF0294''SOUTH OF FENCE CORNER.
MF0294''
MF0294''AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN THE TOP OF A
MF0294''12 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES AND
MF0294''IS STAMPED GARDNER 1960.  THE MARK IS 52 FEET SOUTHEAST OF
MF0294''CENTER OF ROAD, 26 FEET WEST OF EDGE OF POND, 1.9 FEET EAST OF
MF0294''THE WITNESS POST AND 3 FEET NORTHEAST OF A TELEPHONE POLE.
MF0294''
MF0294''TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOR 0.4
MF0294''MILE TO A SIDE ROAD LEFT AND AZIMUTH MARK ON LEFT.
MF0294''
MF0294''HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
MF0294
MF0294                          STATION RECOVERY (1961)
MF0294
MF0294''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
MF0294''AT GARDNER.
MF0294''IN THE WEST PART OF GARDNER AT THE JUNCTION OF ATLERNATE U.S.
MF0294''HIGHWAY 66 AND STATE HIGHWAY 129, ABOUT 0.15 MILES EAST ALONG
MF0294''ALTERNATE U.S. HIGHWAY 66 FROM THE OVERPASS AT THE JUNCTION OF
MF0294''U.S. HIGHWAY 66, AT THE ENTRANCE TO THE U.S.D.A. GRAIN STORAGE
MF0294''BINS, 69 FEET NORTHWEST OF THE CENTER LINE OF ALTERNATE U.S.
MF0294''HIGHWAY 66, 19 FEET SOUTHEAST OF THE FENCE, 35 FEET SOUTH OF THE
MF0294''SOUTH END OF A METAL GATE, 91 FEET SOUTH OF A FENCE CORNER, 18.3
MF0294''FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH ALTERNATE
MF0294''U.S. HIGHWAY 66 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
MF0294''THE GROUND.
MF0294
MF0294                          STATION RECOVERY (1970)
MF0294
MF0294''RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970
MF0294''RECOVERED BY MC FARLAND JOHNSON ENGR CO
MF0294''
MF0294''GARDNER 1960-GOOD
MF0294
MF0294                          STATION RECOVERY (1976)
MF0294
MF0294''RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1976 (DK)
MF0294''GARDNER 1960 RECOVERED GOOD.
MF0294''
MF0294''AZ. MARK RECOVERED GOOD.
MF0294''
MF0294''GARDNER 1960 AZ MK CENTER CROSS IS GOOD, PART OF CAP IS MARDED
MF0294''STONE IS CHIPPED.
MF0294''
MF0294''DISTANCE AND DIRECTION FROM NEAREST TOWN W EDGE OF GARDNER, ILLINOIS.
MF0294
MF0294                          STATION RECOVERY (1989)
MF0294
MF0294''RECOVERY NOTE BY US POWER SQUADRON 1989 (GG)
MF0294''RECOVERED IN GOOD CONDITION.