QE0154 ***********************************************************************
QE0154  DESIGNATION -  K 360
QE0154  PID         -  QE0154
QE0154  STATE/COUNTY-  OR/LANE
QE0154  USGS QUAD   -  BELKNAP SPRINGS (1989)
QE0154
QE0154                         *CURRENT SURVEY CONTROL
QE0154  ___________________________________________________________________
QE0154* NAD 83(1986)-  44 10 24.     (N)    122 03 13.     (W)     SCALED
QE0154* NAVD 88     -       523.466  (meters)    1717.40   (feet)  POSTED
QE0154  ___________________________________________________________________
QE0154  GEOID HEIGHT-         -21.82  (meters)                     GEOID99
QE0154  DYNAMIC HT  -         523.320 (meters)    1716.93  (feet)  COMP
QE0154  MODELED GRAV-     980,321.2   (mgal)                       NAVD 88
QE0154
QE0154  VERT ORDER  -  * POSTED, Code C , SEE BELOW
QE0154
QE0154.The horizontal coordinates were scaled from a topographic map and have
QE0154.an estimated accuracy of +/- 6 seconds.
QE0154
QE0154.The orthometric height was determined by differential leveling
QE0154.and adjusted by the National Geodetic Survey in 1992.
QE0154.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
QE0154.rate of 2.1 thru 3.0 mm/km.
QE0154
QE0154.The geoid height was determined by GEOID99.
QE0154
QE0154.The dynamic height is computed by dividing the NAVD 88
QE0154.geopotential number by the normal gravity value computed on the
QE0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
QE0154.degrees latitude (G = 980.6199 gals.).
QE0154
QE0154.The modeled gravity was interpolated from observed gravity values.
QE0154
QE0154;                    North         East    Units  Estimated Accuracy
QE0154;SPC OR S     -   279,620.    1,375,760.      MT  (+/- 180 meters Scaled)
QE0154
QE0154                          SUPERSEDED SURVEY CONTROL
QE0154
QE0154  NGVD 29     -       522.308  (m)         1713.61   (f) ADJ UNCH    1 2
QE0154
QE0154.Superseded values are not recommended for survey control.
QE0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
QE0154.See file dsdata.txt to determine how the superseded data were derived.
QE0154
QE0154_MARKER: DB = BENCH MARK DISK
QE0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
QE0154_STAMPING: K 360 1943
QE0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
QE0154+STABILITY: SURFACE MOTION
QE0154
QE0154  HISTORY     - Date     Condition        Recov. By
QE0154  HISTORY     - 1943     MONUMENTED       CGS
QE0154  HISTORY     - 1981     GOOD             LOCSUR
QE0154
QE0154                          STATION DESCRIPTION
QE0154
QE0154''DESCRIBED BY COAST AND GEODETIC SURVEY 1943
QE0154''6.0 MI E FROM MCKENZIE BRIDGE.
QE0154''THIS MARK IS ABOUT 6.0 MILES EAST ALONG U.S. HIGHWAY 28 FROM THE POST
QE0154''OFFICE AT MCKENZIE BRIDGE, LANE COUNTY, SET AT THE ENTRANCE TO THE
QE0154''LIMBER LOST FOREST CAMP, 19.0 FEET SOUTHEAST OF THE CENTER OF THE ROAD
QE0154''LEADING NORTHEAST TO THE FOREST CAMP, 36.0 FEET NORTHEAST OF THE
QE0154''CENTER LINE OF THE HIGHWAY, PROJECTING ABOUT 5-INCHES ABOVE THE
QE0154''GROUND, 2.0 FEET WEST OF A WHITE REFERENCE POST.
QE0154
QE0154                          STATION RECOVERY (1981)
QE0154
QE0154''RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
QE0154''2 MILES SOUTHEAST OF HIGHWAY 126 ON OLD MC KENZIE HIGHWAY, 30 FEET
QE0154''NORTH OF NORTH E.P. 30 FEET EAST OF ENTRANCE TO LIMBERLOST
QE0154''CAMPGROUND. A DISK STAMPED, K 360 1943'', IN A CONCRETE POST.