PN0196 ***********************************************************************
PN0196  DESIGNATION -  M 91
PN0196  PID         -  PN0196
PN0196  STATE/COUNTY-  WI/CALUMET
PN0196  USGS QUAD   -  CHILTON (1992)
PN0196
PN0196                         *CURRENT SURVEY CONTROL
PN0196  ___________________________________________________________________
PN0196* NAD 83(1986)-  44 07 14.     (N)    088 09 33.     (W)     SCALED
PN0196* NAVD 88     -       263.352  (meters)     864.01   (feet)  ADJUSTED
PN0196  ___________________________________________________________________
PN0196  GEOID HEIGHT-         -36.01  (meters)                     GEOID99
PN0196  DYNAMIC HT  -         263.305 (meters)     863.86  (feet)  COMP
PN0196  MODELED GRAV-     980,434.7   (mgal)                       NAVD 88
PN0196
PN0196  VERT ORDER  -  SECOND    CLASS 0
PN0196
PN0196.The horizontal coordinates were scaled from a topographic map and have
PN0196.an estimated accuracy of +/- 6 seconds.
PN0196
PN0196.The orthometric height was determined by differential leveling
PN0196.and adjusted by the National Geodetic Survey in June 1991.
PN0196
PN0196.The geoid height was determined by GEOID99.
PN0196
PN0196.The dynamic height is computed by dividing the NAVD 88
PN0196.geopotential number by the normal gravity value computed on the
PN0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
PN0196.degrees latitude (g = 980.6199 gals.).
PN0196
PN0196.The modeled gravity was interpolated from observed gravity values.
PN0196
PN0196;                    North         East    Units  Estimated Accuracy
PN0196;SPC WI S     -   237,210.      747,340.      MT  (+/- 180 meters Scaled)
PN0196
PN0196                          SUPERSEDED SURVEY CONTROL
PN0196
PN0196  NGVD 29     -       263.359  (m)          864.04   (f) ADJ UNCH    2 0
PN0196
PN0196.Superseded values are not recommended for survey control.
PN0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
PN0196.See file dsdata.txt to determine how the superseded data were derived.
PN0196
PN0196_MARKER: DB = BENCH MARK DISK
PN0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
PN0196_STAMPING: M-91 1934
PN0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
PN0196+STABILITY: SURFACE MOTION
PN0196
PN0196  HISTORY     - Date     Condition        Recov. By
PN0196  HISTORY     - 1934     MONUMENTED       CGS
PN0196  HISTORY     - 19950429 GOOD             USPSQD
PN0196
PN0196                          STATION DESCRIPTION
PN0196
PN0196''DESCRIBED BY COAST AND GEODETIC SURVEY 1934
PN0196''1.2 MI S FROM HILBERT.
PN0196''1.2 MILES SOUTH OF HILBERT STATE BANK AT ALONG THE CHICAGO,
PN0196''MILWAUKEE, ST PAUL AND PACIFIC RAILROAD 180 FEET SOUTH OF PUBLIC
PN0196''CROSSING, AT SECOND POLE.  SET IN POST, AT RAIL LEVEL, 4 FEET
PN0196''NORTH OF POLE, 12 FEET WEST OF SNOW FENCE AND 38 FEET EAST OF
PN0196''CENTERLINE OF TRACK.
PN0196
PN0196                          STATION RECOVERY (1995)
PN0196
PN0196''RECOVERY NOTE BY US POWER SQUADRON 1995
PN0196''RECOVERED IN GOOD CONDITION.