QE0295 ***********************************************************************
QE0295  DESIGNATION -  K 45
QE0295  PID         -  QE0295
QE0295  STATE/COUNTY-  OR/LANE
QE0295  USGS QUAD   -  VIDA (1988)
QE0295
QE0295                         *CURRENT SURVEY CONTROL
QE0295  ___________________________________________________________________
QE0295* NAD 83(1986)-  44 08 14.     (N)    122 36 44.     (W)     SCALED
QE0295* NAVD 88     -       229.462  (meters)     752.83   (feet)  ADJUSTED
QE0295  ___________________________________________________________________
QE0295  GEOID HEIGHT-         -22.91  (meters)                     GEOID99
QE0295  DYNAMIC HT  -         229.419 (meters)     752.69  (feet)  COMP
QE0295  MODELED GRAV-     980,424.0   (mgal)                       NAVD 88
QE0295
QE0295  VERT ORDER  -  FIRST     CLASS II
QE0295
QE0295.The horizontal coordinates were scaled from a topographic map and have
QE0295.an estimated accuracy of +/- 6 seconds.
QE0295
QE0295.The orthometric height was determined by differential leveling
QE0295.and adjusted by the National Geodetic Survey in June 1991.
QE0295.WARNING-Repeat measurements at this control monument indicate possible
QE0295.vertical movement.
QE0295
QE0295.The geoid height was determined by GEOID99.
QE0295
QE0295.The dynamic height is computed by dividing the NAVD 88
QE0295.geopotential number by the normal gravity value computed on the
QE0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
QE0295.degrees latitude (G = 980.6199 gals.).
QE0295
QE0295.The modeled gravity was interpolated from observed gravity values.
QE0295
QE0295;                    North         East    Units  Estimated Accuracy
QE0295;SPC OR S     -   276,580.    1,330,990.      MT  (+/- 180 meters Scaled)
QE0295
QE0295                          SUPERSEDED SURVEY CONTROL
QE0295
QE0295  NGVD 29     -       228.334  (m)          749.13   (f) ADJ UNCH    1 2
QE0295
QE0295.Superseded values are not recommended for survey control.
QE0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
QE0295.See file dsdata.txt to determine how the superseded data were derived.
QE0295
QE0295_MARKER: DD = SURVEY DISK
QE0295_SETTING: 41 = PIER
QE0295_STAMPING: K 45 1930
QE0295_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
QE0295+STABILITY: POSITION/ELEVATION WELL
QE0295
QE0295  HISTORY     - Date     Condition        Recov. By
QE0295  HISTORY     - UNK      MONUMENTED       EWB
QE0295  HISTORY     - 1930     GOOD             NGS
QE0295  HISTORY     - 1978     GOOD             LOCSUR
QE0295  HISTORY     - 1987     GOOD             NGS
QE0295
QE0295                          STATION DESCRIPTION
QE0295
QE0295''DESCRIBED BY NATIONAL GEODETIC SURVEY 1930
QE0295''2.7 MI W FROM VIDA.
QE0295''ON THE UPSTREAM END OF PIER NO. 1 AT THE LEABURG HEADGATES, AT DAM.
QE0295''PIER NO. 1 IS ON THE HIGHWAY SIDE OF THE RIVER AND IS ON THE WEST SIDE
QE0295''OF THE CANAL INTAKE.  NOTE-- THIS MARK IS BENCH MARK NO. 4 OF THE
QE0295''EUGENE WATER BOARD.
QE0295
QE0295                          STATION RECOVERY (1978)
QE0295
QE0295''RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
QE0295''BRASS CAP IN THE UPSTREAM END OF PIER 1 ON THE NORTHWESTLY SIDE OF
QE0295''CANAL INTAKE AT LEABURG DAM.
QE0295
QE0295                          STATION RECOVERY (1987)
QE0295
QE0295''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
QE0295''RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  36.2 KM
QE0295''(22.50 MI) EASTERLY ALONG STATE HIGHWAY 126 FROM ITS JUNCTION WITH
QE0295''SOUTH 5TH STREET IN SPRINGFIELD, IN THE NORTHWEST CORNER OF A FENCED
QE0295''IN AREA OF THE DAM OF MCKENZIE RIVER, 13.2 M (43.3 FT) EAST OF THE
QE0295''CENTERLINE OF THE HIGHWAY, 8.3 M (27.2 FT) NORTH OF THE CENTER OF
QE0295''LEABURG DAM ROAD, 4.2 M (13.8 FT) NORTH OF A FENCE CORNER, 0.3 M
QE0295''(1.0 FT) EAST OF THE EAST FACE OF A RETAINING WALL, AND 0.3 M (1.0 FT)
QE0295''SOUTHEAST OF THE NORTH END OF THE RETAINING WALL.
QE0295''THE MARK IS 1.0 M BELOW THE ROAD.