AA5726 ***********************************************************************
AA5726  DESIGNATION -  ULCH
AA5726  PID         -  AA5726
AA5726  STATE/COUNTY-  MN/ROCK
AA5726  USGS QUAD   -  GARRETSON EAST (1967)
AA5726
AA5726                         *CURRENT SURVEY CONTROL
AA5726  ___________________________________________________________________
AA5726* NAD 83(1996)-  43 43 59.02674(N)    096 25 41.28904(W)     ADJUSTED
AA5726* NAVD 88     -       491.62   (meters)    1612.9    (feet)  LEVELING
AA5726  ___________________________________________________________________
AA5726  X           -    -516,834.121 (meters)                     COMP
AA5726  Y           -  -4,587,343.147 (meters)                     COMP
AA5726  Z           -   4,387,030.357 (meters)                     COMP
AA5726  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
AA5726  ELLIP HEIGHT-         465.44  (meters)                     GPS OBS
AA5726  GEOID HEIGHT-         -26.23  (meters)                     GEOID99
AA5726
AA5726  HORZ ORDER  -  SECOND
AA5726  VERT ORDER  -  THIRD ?
AA5726  ELLP ORDER  -  FOURTH    CLASS I
AA5726
AA5726.The horizontal coordinates were established by GPS observations
AA5726.and adjusted by the National Geodetic Survey in March 1999.
AA5726
AA5726.The orthometric height was determined by differential leveling.
AA5726.The vertical network tie was performed by a horz. field party for horz.
AA5726.obs reductions. Reset procedures were used to establish the elevation.
AA5726
AA5726.The X, Y, and Z were computed from the position and the ellipsoidal ht.
AA5726
AA5726.The Laplace correction was computed from DEFLEC99 derived deflections.
AA5726
AA5726.The ellipsoidal height was determined by GPS observations
AA5726.and is referenced to NAD 83.
AA5726
AA5726.The geoid height was determined by GEOID99.
AA5726
AA5726;                    North         East     Units   Scale      Converg.
AA5726;SPC MN S     -   184,358.490   604,404.003   MT  1.00001127 -1 42 07.0
AA5726;UTM  14      - 4,845,440.116   707,122.320   MT  1.00012769 +1 46 42.8
AA5726
AA5726                          SUPERSEDED SURVEY CONTROL
AA5726
AA5726  NAD 83(1996)-  43 43 59.02672(N)    096 25 41.28904(W) AD(       ) 2
AA5726  NAD 83(1996)-  43 43 59.02300(N)    096 25 41.27631(W) AD(       ) 2
AA5726  NAD 83(1986)-  43 43 59.02811(N)    096 25 41.26709(W) AD(       ) 2
AA5726
AA5726.Superseded values are not recommended for survey control.
AA5726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
AA5726.See file dsdata.txt to determine how the superseded data were derived.
AA5726
AA5726_MARKER: DH = HORIZONTAL CONTROL DISK
AA5726_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
AA5726_STAMPING: ULCH 1991
AA5726_PROJECTION: RECESSED 5 CENTIMETERS
AA5726_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
AA5726_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
AA5726_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
AA5726+SATELLITE: SATELLITE OBSERVATIONS - 1991
AA5726_ROD/PIPE-DEPTH:  4.0 meters
AA5726
AA5726  HISTORY     - Date     Condition        Recov. By
AA5726  HISTORY     - 1991     MONUMENTED       MNDT
AA5726
AA5726                          STATION DESCRIPTION
AA5726
AA5726''DESCRIBED BY MN DEPT OF TRANSP 1991 (DKH)
AA5726''THE MARK IS LOCATED IN THE SW 1/4 OF SECTION 12, T103N, R47W, 8.75 MI
AA5726''(14.08 KM) SOUTH OF JASPER.  THE MARK IS 8.75 MI (14.08 KM) SOUTH
AA5726''ALONG TH 23 FROM JCT OF TH 23 AND TH 269, AT TH 23 MP 9.9, THEN 0.2 MI
AA5726''(0.3 KM) EAST ALONG A TWP RD, 24.5 FT (7.5 M) NORTH OF A TWP RD, AND
AA5726''4.2 FT (1.3 M) SOUTH OF A WIT POST.