QP0063 ***********************************************************************
QP0063  DESIGNATION -  7305 A
QP0063  PID         -  QP0063
QP0063  STATE/COUNTY-  MN/STEARNS
QP0063  USGS QUAD   -  ST JOSEPH (1993)
QP0063
QP0063                         *CURRENT SURVEY CONTROL
QP0063  ___________________________________________________________________
QP0063* NAD 83(1986)-  45 32 34.     (N)    094 15 00.     (W)     SCALED
QP0063* NAVD 88     -       324.328  (meters)    1064.07   (feet)  ADJUSTED
QP0063  ___________________________________________________________________
QP0063  GEOID HEIGHT-         -26.93  (meters)                     GEOID99
QP0063  DYNAMIC HT  -         324.320 (meters)    1064.04  (feet)  COMP
QP0063  MODELED GRAV-     980,581.5   (mgal)                       NAVD 88
QP0063
QP0063  VERT ORDER  -  FIRST     CLASS II
QP0063
QP0063.The horizontal coordinates were scaled from a topographic map and have
QP0063.an estimated accuracy of +/- 6 seconds.
QP0063
QP0063.The orthometric height was determined by differential leveling
QP0063.and adjusted by the National Geodetic Survey in June 1991.
QP0063
QP0063.The geoid height was determined by GEOID99.
QP0063
QP0063.The dynamic height is computed by dividing the NAVD 88
QP0063.geopotential number by the normal gravity value computed on the
QP0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
QP0063.degrees latitude (g = 980.6199 gals.).
QP0063
QP0063.The modeled gravity was interpolated from observed gravity values.
QP0063
QP0063;                    North         East    Units  Estimated Accuracy
QP0063;SPC MN C     -   160,330.      800,000.      MT  (+/- 180 meters Scaled)
QP0063
QP0063                          SUPERSEDED SURVEY CONTROL
QP0063
QP0063  NGVD 29     -       324.203  (m)         1063.66   (f) ADJ UNCH    1 2
QP0063
QP0063.Superseded values are not recommended for survey control.
QP0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
QP0063.See file dsdata.txt to determine how the superseded data were derived.
QP0063
QP0063_MARKER: DB = BENCH MARK DISK
QP0063_SETTING: 66 = SET IN ROCK OUTCROP
QP0063_STAMPING: 7305 A 1972
QP0063_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
QP0063+STABILITY: POSITION/ELEVATION WELL
QP0063_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
QP0063+SATELLITE: SATELLITE OBSERVATIONS - August 08, 1990
QP0063
QP0063  HISTORY     - Date     Condition        Recov. By
QP0063  HISTORY     - 1972     MONUMENTED       MNHD
QP0063  HISTORY     - 19900808 GOOD             NGS
QP0063
QP0063                          STATION DESCRIPTION
QP0063
QP0063''DESCRIBED BY MN HIGHWAY DEPT 1972
QP0063''1.6 MI SW FROM WAITE PARK.
QP0063''MARK IS LOCATED 1.6 MILES SOUTHWEST ALONG TH 23 FROM THE JUNCTION OF
QP0063''TH 23 AND TH 52 (BRIDGE) IN WAITE PARK, 99 FEET SOUTHWEST OF NORTHWEST
QP0063''END OF A 36 INCH CONCRETE CULVERT UNDER TH 23, 50 FEET SOUTHEAST OF
QP0063''THE SOUTHEAST RAIL OF THE BURLINGTON NORTHERN RAILROAD, 47 FEET
QP0063''NORTHWEST OF, 2 FEET HIGHER THAN THE CENTERLINE OF TH 23 AT MILE POINT
QP0063''202.0, 23 FEET SOUTHWEST OF A POWER POLE (NO. 693), ABOUT 26 FEET
QP0063''NORTHEAST OF AND 3 FEET LOWER THAN THE HIGH POINT OF A LARGE GRANITE
QP0063''OUTCROP AND 2 FEET NORTHWEST OF THE SOUTHEAST FACE OF THE ROCK CUT,
QP0063''AND CEMENTED INTO THE ROCK.  NW 1/4 SECTION 19, T 124N, R 28W.
QP0063
QP0063                          STATION RECOVERY (1990)
QP0063
QP0063''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
QP0063''2.2 KM (1.4 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 23 FROM THE
QP0063''JUNCTION OF U.S. HIGHWAY 52 IN WAITE PARK, NEAR THE NORTHEAST END OF
QP0063''A 30 BY 35 FOOT AREA OF OUTCROPPING BEDROCK, 15.2 M (49.9 FT)
QP0063''SOUTHEAST OF THE NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD, 14.2
QP0063''M (46.6 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 7.6 M (24.9 FT)
QP0063''SOUTHWEST OF UTILITY POLE NUMBER 693, 2.6 M (8.5 FT) SOUTHWEST OF THE
QP0063''NORTHEAST END OF THE OUTCROP, AND 0.6 M (2.0 FT) ABOVE THE LEVEL OF
QP0063''THE HIGHWAY.