PN0029 ***********************************************************************
PN0029  DESIGNATION -  DUCK
PN0029  PID         -  PN0029
PN0029  STATE/COUNTY-  WI/BROWN
PN0029  USGS QUAD   -  GREEN BAY WEST (1992)
PN0029
PN0029                         *CURRENT SURVEY CONTROL
PN0029  ___________________________________________________________________
PN0029* NAD 83(1991)-  44 34 47.82909(N)    088 05 04.92686(W)     ADJUSTED
PN0029* NAVD 88     -       188.925  (meters)     619.83   (feet)  ADJUSTED
PN0029  ___________________________________________________________________
PN0029  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
PN0029  GEOID HEIGHT-         -36.21  (meters)                     GEOID99
PN0029  DYNAMIC HT  -         188.903 (meters)     619.76  (feet)  COMP
PN0029  MODELED GRAV-     980,496.6   (mgal)                       NAVD 88
PN0029
PN0029  HORZ ORDER  -  FIRST
PN0029  VERT ORDER  -  FIRST     CLASS II
PN0029
PN0029.The horizontal coordinates were established by classical geodetic methods
PN0029.and adjusted by the National Geodetic Survey in November 1991.
PN0029
PN0029.The orthometric height was determined by differential leveling
PN0029.and adjusted by the National Geodetic Survey in June 1991.
PN0029
PN0029.The Laplace correction was computed from DEFLEC99 derived deflections.
PN0029
PN0029.The geoid height was determined by GEOID99.
PN0029
PN0029.The dynamic height is computed by dividing the NAVD 88
PN0029.geopotential number by the normal gravity value computed on the
PN0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
PN0029.degrees latitude (g = 980.6199 gals.).
PN0029
PN0029.The modeled gravity was interpolated from observed gravity values.
PN0029
PN0029;                    North         East     Units   Scale      Converg.
PN0029;SPC WI C     -    84,756.563   752,093.404   MT  0.99995400 +1 21 05.0
PN0029;UTM  16      - 4,936,862.354   413,886.484   MT  0.99969119 -0 45 41.1
PN0029
PN0029:                Primary Azimuth Mark                     Grid Az
PN0029:SPC WI C     -  GREEN BAY CATH CH SPIRE                  177 10 41.5
PN0029:UTM  16      -  GREEN BAY CATH CH SPIRE                  179 17 27.6
PN0029
PN0029|---------------------------------------------------------------------|
PN0029| PID    Reference Object                     Distance      Geod. Az  |
PN0029|                                                           dddmmss.s |
PN0029| PN0891 GREEN BAY CATH CH SPIRE             APPROX. 9.1 KM 1783146.5 |
PN0029|        DUCK RM                              51.290 METERS 22245     |
PN0029|---------------------------------------------------------------------|
PN0029
PN0029                          SUPERSEDED SURVEY CONTROL
PN0029
PN0029  NAD 83(1986)-  44 34 47.82190(N)    088 05 04.91365(W) AD(       ) 1
PN0029  NAD 27      -  44 34 47.84800(N)    088 05 04.51700(W) AD(       ) 1
PN0029  NGVD 29     -       188.962  (m)          619.95   (f) ADJ UNCH    1 2
PN0029
PN0029.Superseded values are not recommended for survey control.
PN0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
PN0029.See file dsdata.txt to determine how the superseded data were derived.
PN0029
PN0029_MARKER: DS = TRIANGULATION STATION DISK
PN0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
PN0029_STAMPING: DUCK 1921
PN0029_PROJECTION: FLUSH
PN0029_MAGNETIC: O = OTHER; SEE DESCRIPTION
PN0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
PN0029+STABILITY: SURFACE MOTION
PN0029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
PN0029+SATELLITE: SATELLITE OBSERVATIONS - May 23, 1994
PN0029
PN0029  HISTORY     - Date     Condition        Recov. By
PN0029  HISTORY     - 1921     MONUMENTED       CGS
PN0029  HISTORY     - 1921     GOOD             CGS
PN0029  HISTORY     - 1926     GOOD             CGS
PN0029  HISTORY     - 1934     GOOD             NGS
PN0029  HISTORY     - 1964     GOOD             CGS
PN0029  HISTORY     - 1985     GOOD             NGS
PN0029  HISTORY     - 19940523 GOOD             WI-009
PN0029  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
PN0029
PN0029                          STATION DESCRIPTION
PN0029
PN0029''DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (CLG)
PN0029''STATION IS ABOUT 1-1/2 MILES N OF DUCK CREEK, JUST INSIDE OF THE
PN0029''FENCE ON THE W SIDE OF STATE HIGHWAY 15 AND 80 METERS N OF WHERE
PN0029''THIS HIGHWAY PASSES UNDER THE CHICAGO AND NORTHWESTERN RAILWAY.
PN0029''THE STATION IS NEARLY AT THE POINT OF INTERSECTION OF THE CENTER
PN0029''LINE OF THE RAILROAD FROM THE E AND W.  IT IS ALSO 9.4 METERS
PN0029''(30.85 FEET) W OF HIGHWAY MENTIONED ABOVE.
PN0029''
PN0029''STATION IS A STANDARD BRONZE DISK SET IN A LARGE CONCRETE BLOCK
PN0029''3 FEET SQUARE AND 4 FEET DEEP.
PN0029''
PN0029''REFERENCE MARK IS A STANDARD BRONZE DISK SET IN CONCRETE, AS
PN0029''DESCRIBED IN NOTE 11A.
PN0029
PN0029                          STATION RECOVERY (1921)
PN0029
PN0029''RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1921
PN0029''1.2 MI N FROM DUCK CREEK.
PN0029''1-1/4 MILES NORTH ALONG THE CHIAGO AND NORTH WESTERN RAILWAY
PN0029''FROM THE STATION AT DUCK CREEK, BROWN COUNTY, 87 YARDS NORTH
PN0029''OF THE UNDERGRADE CROSSING OF STATE HIGHWAY 39, AT A CURVE,
PN0029''NEARLY AT THE POINT OF INTERSECTION OF THE TANGENTS, JUST INSIDE
PN0029''THE FENCE ON THE WEST SIDE OF THE HIGHWAY, AND 39 FEET WEST OF
PN0029''THE CENTER LINE OF THE HIGHWAY.  A STANDARD TRIANGULATION-STATION
PN0029''DISK, STAMPED DUCK 1921 AND SET IN THE TOP OF A CONCRETE POST.
PN0029
PN0029                          STATION RECOVERY (1926)
PN0029
PN0029''RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (GLB)
PN0029''HAVE DESCRIPTION AS BENCH MARK ONLY.  RECOVERED AS DESCRIBED.
PN0029''IN GOOD CONDITION.
PN0029
PN0029                          STATION RECOVERY (1934)
PN0029
PN0029''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
PN0029''RECOVERED IN GOOD CONDITION.
PN0029
PN0029                          STATION RECOVERY (1964)
PN0029
PN0029''RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
PN0029''STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED AND FOUND IN
PN0029''GOOD CONDITION.  THE COUNTY ROAD PAST THE STATION IS TO BE
PN0029''IMPROVED BUT THE STATION WILL BE JUST OUTSIDE THE CONSTRUCTION
PN0029''LIMITS.  A METAL WITNESS POST WAS SET BESIDE THE STATION MARK.
PN0029''
PN0029''TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 41 AND
PN0029''141, IN THE NORTHWEST PART OF GREEN BAY, GO NORTHWEST ON U.S.
PN0029''41 AND 141 FOR 1.65 MILES TO CROSSROADS AND JUNCTION WITH
PN0029''COUNTY ROAD AA, TURN LEFT AND GO WESTERLY ON COUNTY ROUTE AA
PN0029''AND GLENDALE AVENUE FOR 0.65 MILE TO CROSSROADS AND JUNCTION WITH
PN0029''COUNTY ROUTE M, TURN RIGHT AND GO NORTH ON COUNTY ROUTE M FOR
PN0029''0.95 MILE TO STATION ON LEFT JUST AFTER PASSING THROUGH AN
PN0029''UNDERPASS.
PN0029
PN0029                          STATION RECOVERY (1985)
PN0029
PN0029''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
PN0029''RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN HOWARD,
PN0029''AT THE INTERSECTION OF CARDINAL LANE AND THE CHICAGO AND NORTHWESTERN
PN0029''RAILROAD, 72.6 M (238.2 FT) NORTH OF THE NEAR RAIL, AND 12.0 M (39.4
PN0029''FT) WEST OF THE CENTERLINE OF THE LANE.
PN0029''THE MARK IS 0.8 METERS  N FROM  A WITNESS POST
PN0029''THE MARK IS 1.0 M ABOVE THE LANE.
PN0029
PN0029                          STATION RECOVERY (1994)
PN0029
PN0029''RECOVERY NOTE BY BROWN COUNTY WISCONSIN 1994 (AJH)
PN0029''RECOVERED AS DESCRIBED.
PN0029
PN0029                          STATION RECOVERY (1996)
PN0029
PN0029''RECOVERY NOTE BY US POWER SQUADRON 1996
PN0029''MARK NOT FOUND.