QE1623 ***********************************************************************
QE1623  DESIGNATION -  J 737
QE1623  PID         -  QE1623
QE1623  STATE/COUNTY-  OR/LANE
QE1623  USGS QUAD   -  EUGENE EAST (1986)
QE1623
QE1623                         *CURRENT SURVEY CONTROL
QE1623  ___________________________________________________________________
QE1623* NAD 83(1986)-  44 00 03.     (N)    123 00 55.     (W)     SCALED
QE1623* NAVD 88     -       157.782  (meters)     517.66   (feet)  ADJUSTED
QE1623  ___________________________________________________________________
QE1623  GEOID HEIGHT-         -23.40  (meters)                     GEOID99
QE1623  DYNAMIC HT  -         157.756 (meters)     517.57  (feet)  COMP
QE1623  MODELED GRAV-     980,451.5   (mgal)                       NAVD 88
QE1623
QE1623  VERT ORDER  -  FIRST     CLASS II
QE1623
QE1623.The horizontal coordinates were scaled from a topographic map and have
QE1623.an estimated accuracy of +/- 6 seconds.
QE1623
QE1623.The orthometric height was determined by differential leveling
QE1623.and adjusted by the National Geodetic Survey in June 1991.
QE1623
QE1623.The geoid height was determined by GEOID99.
QE1623
QE1623.The dynamic height is computed by dividing the NAVD 88
QE1623.geopotential number by the normal gravity value computed on the
QE1623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
QE1623.degrees latitude (G = 980.6199 gals.).
QE1623
QE1623.The modeled gravity was interpolated from observed gravity values.
QE1623
QE1623;                    North         East    Units  Estimated Accuracy
QE1623;SPC OR S     -   262,330.    1,298,290.      MT  (+/- 180 meters Scaled)
QE1623
QE1623                          SUPERSEDED SURVEY CONTROL
QE1623
QE1623.No superseded survey control is available for this station.
QE1623
QE1623_MARKER: DB = BENCH MARK DISK
QE1623_SETTING: 38 = PIER
QE1623_STAMPING: J 737 1987
QE1623_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
QE1623+STABILITY: POSITION/ELEVATION WELL
QE1623
QE1623  HISTORY     - Date     Condition        Recov. By
QE1623  HISTORY     - 1987     MONUMENTED       NGS
QE1623
QE1623                          STATION DESCRIPTION
QE1623
QE1623''DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
QE1623''6.1 KM (3.80 MI) SOUTH FROM GLENWOOD.
QE1623''6.1 KM (3.80 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 5 FROM THE
QE1623''JUNCTION OF FRANKLIN BOULEVARD IN GLENWOOD, SET VERTICALLY IN THE
QE1623''SOUTH FACE OF THE MOST SOUTHERLY 1 OF 13 COLUMNS OF THE FIRST PIER
QE1623''NORTHWEST OF THE SOUTHEAST CONCRETE ABUTMENT OF A HIGHWAY OVERPASS OF
QE1623''STATE HIGHWAY 99 (EXIT 188 B), 20.8 M (68.2 FT) SOUTH OF THE CENTER
QE1623''OF THE INTERSTATE HIGHWAY, AND 5.1 M (16.7 FT) EAST OF THE CENTERLINE
QE1623''OF THE STATE HIGHWAY.
QE1623''THE MARK IS 1.4 M ABOVE THE GROUND.