AA5728 ***********************************************************************
AA5728  DESIGNATION -  WILLIA
AA5728  PID         -  AA5728
AA5728  STATE/COUNTY-  MN/ROCK
AA5728  USGS QUAD   -  GARRETSON EAST (1967)
AA5728
AA5728                         *CURRENT SURVEY CONTROL
AA5728  ___________________________________________________________________
AA5728* NAD 83(1996)-  43 42 14.02856(N)    096 26 19.14291(W)     ADJUSTED
AA5728* NAVD 88     -       480.86   (meters)    1577.6    (feet)  LEVELING
AA5728  ___________________________________________________________________
AA5728  X           -    -517,926.277 (meters)                     COMP
AA5728  Y           -  -4,589,466.112 (meters)                     COMP
AA5728  Z           -   4,384,680.644 (meters)                     COMP
AA5728  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
AA5728  ELLIP HEIGHT-         454.66  (meters)                     GPS OBS
AA5728  GEOID HEIGHT-         -26.24  (meters)                     GEOID99
AA5728
AA5728  HORZ ORDER  -  SECOND
AA5728  VERT ORDER  -  THIRD ?
AA5728  ELLP ORDER  -  FOURTH    CLASS I
AA5728
AA5728.The horizontal coordinates were established by GPS observations
AA5728.and adjusted by the National Geodetic Survey in March 1999.
AA5728
AA5728.The orthometric height was determined by differential leveling.
AA5728.The vertical network tie was performed by a horz. field party for horz.
AA5728.obs reductions. Reset procedures were used to establish the elevation.
AA5728
AA5728.The X, Y, and Z were computed from the position and the ellipsoidal ht.
AA5728
AA5728.The Laplace correction was computed from DEFLEC99 derived deflections.
AA5728
AA5728.The ellipsoidal height was determined by GPS observations
AA5728.and is referenced to NAD 83.
AA5728
AA5728.The geoid height was determined by GEOID99.
AA5728
AA5728;                    North         East     Units   Scale      Converg.
AA5728;SPC MN S     -   181,144.542   603,460.568   MT  1.00001816 -1 42 33.5
AA5728;UTM  14      - 4,842,174.463   706,375.634   MT  1.00012390 +1 46 13.2
AA5728
AA5728                          SUPERSEDED SURVEY CONTROL
AA5728
AA5728  NAD 83(1996)-  43 42 14.02855(N)    096 26 19.14290(W) AD(       ) 2
AA5728  NAD 83(1996)-  43 42 14.02587(N)    096 26 19.13347(W) AD(       ) 2
AA5728  NAD 83(1986)-  43 42 14.02982(N)    096 26 19.12041(W) AD(       ) 2
AA5728
AA5728.Superseded values are not recommended for survey control.
AA5728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
AA5728.See file dsdata.txt to determine how the superseded data were derived.
AA5728
AA5728_MARKER: DH = HORIZONTAL CONTROL DISK
AA5728_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
AA5728_STAMPING: WILLIA 1991
AA5728_PROJECTION: RECESSED 5 CENTIMETERS
AA5728_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
AA5728_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
AA5728_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
AA5728+SATELLITE: SATELLITE OBSERVATIONS - 1991
AA5728_ROD/PIPE-DEPTH:  8.5 meters
AA5728
AA5728  HISTORY     - Date     Condition        Recov. By
AA5728  HISTORY     - 1991     MONUMENTED       MNDT
AA5728
AA5728                          STATION DESCRIPTION
AA5728
AA5728''DESCRIBED BY MN DEPT OF TRANSP 1991 (DKH)
AA5728''THE MARK IS LOCATED IN THE NW 1/4 OF SECTION 26, T103N, R47W, 7.75 MI
AA5728''(12.47 KM) NW OF BEAVER CREEK.  THE MARK IS 6.55 MI (10.54 KM) NORTH
AA5728''ALONG TH 23 FROM JCT OF TH 23 AND FAI 90, AT TH 23 MP 7.9, THEN 0.35
AA5728''MI (0.56 KM) WEST ALONG A TWP RD, 28 FT (8.5 M) SOUTH OF A TWP RD, 186
AA5728''FT (56.7 M) EAST OF AN ENT, 104.4 FT (31.8 M) SE OF A FENCE COR POST,
AA5728''81.8 FT (24.9 M) SW OF A FENCE COR POST, 3.3 FT (1.0 M) NORTH OF A
AA5728''FENCE, AND 3.1 FT (0.9 M) NORTH OF A WIT POST.