PN0027 ***********************************************************************
PN0027  DESIGNATION -  BANK
PN0027  PID         -  PN0027
PN0027  STATE/COUNTY-  WI/BROWN
PN0027  USGS QUAD   -  ONEIDA NORTH (1992)
PN0027
PN0027                         *CURRENT SURVEY CONTROL
PN0027  ___________________________________________________________________
PN0027* NAD 83(1991)-  44 34 57.74317(N)    088 07 38.50059(W)     ADJUSTED
PN0027* NAVD 88     -       222.080  (meters)     728.61   (feet)  ADJUSTED
PN0027  ___________________________________________________________________
PN0027  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
PN0027  GEOID HEIGHT-         -36.20  (meters)                     GEOID99
PN0027  DYNAMIC HT  -         222.054 (meters)     728.52  (feet)  COMP
PN0027  MODELED GRAV-     980,494.3   (mgal)                       NAVD 88
PN0027
PN0027  HORZ ORDER  -  FIRST
PN0027  VERT ORDER  -  FIRST     CLASS II
PN0027
PN0027.The horizontal coordinates were established by classical geodetic methods
PN0027.and adjusted by the National Geodetic Survey in November 1991.
PN0027
PN0027.The orthometric height was determined by differential leveling
PN0027.and adjusted by the National Geodetic Survey in June 1991.
PN0027
PN0027.The Laplace correction was computed from DEFLEC99 derived deflections.
PN0027
PN0027.The geoid height was determined by GEOID99.
PN0027
PN0027.The dynamic height is computed by dividing the NAVD 88
PN0027.geopotential number by the normal gravity value computed on the
PN0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
PN0027.degrees latitude (g = 980.6199 gals.).
PN0027
PN0027.The modeled gravity was interpolated from observed gravity values.
PN0027
PN0027;                    North         East     Units   Scale      Converg.
PN0027;SPC WI C     -    84,983.482   748,699.384   MT  0.99995375 +1 19 16.6
PN0027;UTM  16      - 4,937,214.150   410,504.013   MT  0.99969850 -0 47 29.0
PN0027
PN0027|---------------------------------------------------------------------|
PN0027| PID    Reference Object                     Distance      Geod. Az  |
PN0027|                                                           dddmmss.s |
PN0027| PN0028 CREEK                               359.597 METERS 11025     |
PN0027|        BANK RM                              49.060 METERS 30202     |
PN0027| PN0026 ED                                  466.109 METERS 3213321.3 |
PN0027|---------------------------------------------------------------------|
PN0027
PN0027                          SUPERSEDED SURVEY CONTROL
PN0027
PN0027  NAD 83(1986)-  44 34 57.74461(N)    088 07 38.48606(W) AD(       ) 1
PN0027  NAD 27      -  44 34 57.77300(N)    088 07 38.08400(W) AD(       ) 1
PN0027  NGVD 29     -       222.113  (m)          728.72   (f) ADJ UNCH    1 2
PN0027
PN0027.Superseded values are not recommended for survey control.
PN0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
PN0027.See file dsdata.txt to determine how the superseded data were derived.
PN0027
PN0027_MARKER: DB = BENCH MARK DISK
PN0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
PN0027_STAMPING: BANK
PN0027_MAGNETIC: O = OTHER; SEE DESCRIPTION
PN0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
PN0027+STABILITY: SURFACE MOTION
PN0027
PN0027  HISTORY     - Date     Condition        Recov. By
PN0027  HISTORY     - 1921     MONUMENTED       CGS
PN0027  HISTORY     - 1921     GOOD             CGS
PN0027  HISTORY     - 1934     GOOD             NGS
PN0027  HISTORY     - 1974     MARK NOT FOUND   USGS
PN0027  HISTORY     - 1976     MARK NOT FOUND   ALSTER
PN0027  HISTORY     - 1985     MARK NOT FOUND   NGS
PN0027  HISTORY     - 19940526 GOOD             WI-009
PN0027
PN0027                          STATION DESCRIPTION
PN0027
PN0027''DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
PN0027''STATION IS ABOUT 3-1/4 MILES NW OF DUCK CREEK RAILROAD STATION ON
PN0027''W SIDE OF CHICAGO AND NORTHWESTERN RAILWAY, 350 METERS S OF
PN0027''ROAD CROSSING, 200 METERS N OF WHISTLE BOARD FOR SAID ROAD
PN0027''CROSSING NEAR CENTER OF LONG CURVE, MIDWAY BETWEEN W BANK OF CUT
PN0027''AND RAILROAD PROPERTY LINE.  REFERENCE MARK IS ON SAME SIDE OF
PN0027''TRACK 1/2 METER E OF RAILROAD PROPERTY LINE.
PN0027''
PN0027''SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
PN0027''DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
PN0027
PN0027                          STATION RECOVERY (1921)
PN0027
PN0027''RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1921
PN0027''3.2 MI NW FROM DUCK CREEK.
PN0027''3-1/4 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
PN0027''FROM THE STATION AT DUCK CREEK, BROWN COUNTY, 0.2 MILE SOUTH
PN0027''OF A ROAD CROSSING, 220 YARDS NORTH OF THE WHISTLE POST FOR
PN0027''THE CROSSING, NEAR THE MIDDLE OF A LONG CURVE, AND MIDWAY
PN0027''BETWEEN THE WEST EDGE OF A CUT AND THE RIGHT-OF-WAY FENCE.  A
PN0027''STANDARD DISK, STAMPED BANK 1921 AND SET IN THE TOP OF A CONCRETE
PN0027''POST.
PN0027
PN0027                          STATION RECOVERY (1934)
PN0027
PN0027''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
PN0027''RECOVERED IN GOOD CONDITION.
PN0027
PN0027                          STATION RECOVERY (1974)
PN0027
PN0027''RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
PN0027''MARK NOT FOUND.
PN0027
PN0027                          STATION RECOVERY (1976)
PN0027
PN0027''RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1976 (KAK)
PN0027''NOT LOCATED, BUT A POSSIBILITY OF ITS STILL BEING THERE, ALTHOUGH
PN0027''IT IS HARD TO RECONSTRUCT THE PROBABLE AREA.
PN0027''
PN0027''DISTANCE AND DIRECTION FROM NEAREST TOWN--3.25 MILES NW OF DUCK
PN0027''CREEK.
PN0027
PN0027                          STATION RECOVERY (1985)
PN0027
PN0027''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
PN0027''MARK NOT FOUND.
PN0027
PN0027                          STATION RECOVERY (1994)
PN0027
PN0027''RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
PN0027''RECOVERED AS DESCRIBED.  ADDITIONS TO DESCRIPTION.