QP1899 ***********************************************************************
QP1899  DESIGNATION -  CHAP RM 2
QP1899  PID         -  QP1899
QP1899  STATE/COUNTY-  MN/STEARNS
QP1899  USGS QUAD   -  ROCKVILLE (1967)
QP1899
QP1899                         *CURRENT SURVEY CONTROL
QP1899  ___________________________________________________________________
QP1899* NAD 83(1986)-  45 28 25.     (N)    094 19 57.     (W)     SCALED
QP1899* NAVD 88     -       338.038  (meters)    1109.05   (feet)  ADJUSTED
QP1899  ___________________________________________________________________
QP1899  GEOID HEIGHT-         -26.94  (meters)                     GEOID99
QP1899  DYNAMIC HT  -         338.027 (meters)    1109.01  (feet)  COMP
QP1899  MODELED GRAV-     980,572.3   (mgal)                       NAVD 88
QP1899
QP1899  VERT ORDER  -  SECOND    CLASS I
QP1899
QP1899.The horizontal coordinates were scaled from a topographic map and have
QP1899.an estimated accuracy of +/- 6 seconds.
QP1899
QP1899.The orthometric height was determined by differential leveling
QP1899.and adjusted by the National Geodetic Survey in June 1995.
QP1899
QP1899.The geoid height was determined by GEOID99.
QP1899
QP1899.The dynamic height is computed by dividing the NAVD 88
QP1899.geopotential number by the normal gravity value computed on the
QP1899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
QP1899.degrees latitude (g = 980.6199 gals.).
QP1899
QP1899.The modeled gravity was interpolated from observed gravity values.
QP1899
QP1899;                    North         East    Units  Estimated Accuracy
QP1899;SPC MN C     -   152,640.      793,550.      MT  (+/- 180 meters Scaled)
QP1899
QP1899                          SUPERSEDED SURVEY CONTROL
QP1899
QP1899.No superseded survey control is available for this station.
QP1899
QP1899_MARKER: DR = REFERENCE MARK DISK
QP1899_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
QP1899_STAMPING: CHAP NO 2 1987
QP1899_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
QP1899_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
QP1899
QP1899  HISTORY     - Date     Condition        Recov. By
QP1899  HISTORY     - 1987     MONUMENTED       MNDT
QP1899  HISTORY     - 19880425 GOOD             MNDT
QP1899
QP1899                          STATION DESCRIPTION
QP1899
QP1899''DESCRIBED BY MN DEPT OF TRANSP 1988
QP1899''THE MARK IS LOCATED NEAR THE EAST EDGE OF THE TOWN OF ROCKVILLE, NEAR
QP1899''THE INTERSECTION OF TRUNK HIGHWAY 23 AND CHAPEL ROAD AND IN THE SE
QP1899''1/4 OF SECTION 9, T123N, R29W.  THE MARK IS EAST OF AND ABOUT LEVEL
QP1899''WITH THE CENTERLINE OF HIGHWAY 23 AT MILEPOINT 195.65, 32.0 FT
QP1899''(9.8 M) SOUTHEAST OF THE CENTERLINE OF CHAPEL ROAD, 8.4 FT (2.6 M)
QP1899''EAST-NORTHEAST OF A POWER POLE AND 2.0 FT (0.6 M) WEST-NORTHWEST OF A
QP1899''STEEL WITNESS POST.  THE MARK, A STANDARD MNDT ALUMINUM MAGNETIC
QP1899''REFERENCE MARK DISK STAMPED---CHAP NO 2 1987---, IS FASTENED TO THE
QP1899''TOP OF A 3/4 INCH DIAMETER BY 18 FOOT LONG ALUMINUM ALLOY ROD DRIVEN
QP1899''TO REFUSAL AND PROJECTS 0.1 FT (0.03 M) ABOVE THE SURFACE OF THE
QP1899''GROUND.