FQ0809 ***********************************************************************
FQ0809  DESIGNATION -  19 BKC
FQ0809  PID         -  FQ0809
FQ0809  STATE/COUNTY-  AZ/COCONINO
FQ0809  USGS QUAD   -  WUPATKI SW (1972)
FQ0809
FQ0809                         *CURRENT SURVEY CONTROL
FQ0809  ___________________________________________________________________
FQ0809* NAD 83(1986)-  35 33 42.     (N)    111 28 09.     (W)     SCALED
FQ0809* NAVD 88     -      1650.919  (meters)    5416.39   (feet)  POSTED
FQ0809  ___________________________________________________________________
FQ0809  GEOID HEIGHT-         -23.37  (meters)                     GEOID99
FQ0809  DYNAMIC HT  -        1648.780 (meters)    5409.37  (feet)  COMP
FQ0809  MODELED GRAV-     979,280.2   (mgal)                       NAVD 88
FQ0809
FQ0809  VERT ORDER  -  * POSTED, Code A , SEE BELOW
FQ0809
FQ0809.The horizontal coordinates were scaled from a topographic map and have
FQ0809.an estimated accuracy of +/- 6 seconds.
FQ0809
FQ0809.The orthometric height was determined by differential leveling
FQ0809.and adjusted by the National Geodetic Survey in 1992.
FQ0809.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
FQ0809.rate of 0.0 thru 1.0 mm/km.
FQ0809
FQ0809.The geoid height was determined by GEOID99.
FQ0809
FQ0809.The dynamic height is computed by dividing the NAVD 88
FQ0809.geopotential number by the normal gravity value computed on the
FQ0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
FQ0809.degrees latitude (G = 980.6199 gals.).
FQ0809
FQ0809.The modeled gravity was interpolated from observed gravity values.
FQ0809
FQ0809;                    North         East    Units  Estimated Accuracy
FQ0809;SPC AZ C     -   505,980.      253,930.      MT  (+/- 180 meters Scaled)
FQ0809
FQ0809                          SUPERSEDED SURVEY CONTROL
FQ0809
FQ0809  NGVD 29     -      1650.03   (m)         5413.5    (f) COMPUTED    2 2
FQ0809
FQ0809.Superseded values are not recommended for survey control.
FQ0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
FQ0809.See file dsdata.txt to determine how the superseded data were derived.
FQ0809
FQ0809_MARKER: DB = BENCH MARK DISK
FQ0809_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
FQ0809_STAMPING: 19 BKC 1968 5413
FQ0809_MAGNETIC: I = MARKER IS A STEEL ROD
FQ0809_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
FQ0809_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
FQ0809+SATELLITE: SATELLITE OBSERVATIONS - 1968
FQ0809
FQ0809  HISTORY     - Date     Condition        Recov. By
FQ0809  HISTORY     - 1968     MONUMENTED       USGS
FQ0809
FQ0809                          STATION DESCRIPTION
FQ0809
FQ0809''DESCRIBED BY US GEOLOGICAL SURVEY 1968
FQ0809''FROM THE ANTELOPE HILLS CAFE AND MOTEL LOCATED 26 MILES SOUTH OF THE
FQ0809''SUSPENSION BRIDGE AT CAMERON, ARIZONA, PROCEED 2.2 MILES NORTH ALONG
FQ0809''U.S. HIGHWAY 89 TO THE JUNCTION OF A ROAD LEADING TO THE WUPATKI
FQ0809''NATIONAL MONUMENT, THENCE 4.4 MILES EAST ALONG THE MONUMENT ROAD, 59
FQ0809''FEET SOUTH OF THE CENTERLINE OF THE ROAD, 1 FOOT NORTH OF A WITNESS
FQ0809''POST.  A COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH THE
FQ0809''GROUND.