FQ0811 ***********************************************************************
FQ0811  DESIGNATION -  21 BKC
FQ0811  PID         -  FQ0811
FQ0811  STATE/COUNTY-  AZ/COCONINO
FQ0811  USGS QUAD   -  WUPATKI SW (1972)
FQ0811
FQ0811                         *CURRENT SURVEY CONTROL
FQ0811  ___________________________________________________________________
FQ0811* NAD 83(1986)-  35 32 14.     (N)    111 27 11.     (W)     SCALED
FQ0811* NAVD 88     -      1658.643  (meters)    5441.73   (feet)  POSTED
FQ0811  ___________________________________________________________________
FQ0811  GEOID HEIGHT-         -23.37  (meters)                     GEOID99
FQ0811  DYNAMIC HT  -        1656.490 (meters)    5434.67  (feet)  COMP
FQ0811  MODELED GRAV-     979,279.1   (mgal)                       NAVD 88
FQ0811
FQ0811  VERT ORDER  -  * POSTED, Code A , SEE BELOW
FQ0811
FQ0811.The horizontal coordinates were scaled from a topographic map and have
FQ0811.an estimated accuracy of +/- 6 seconds.
FQ0811
FQ0811.The orthometric height was determined by differential leveling
FQ0811.and adjusted by the National Geodetic Survey in 1992.
FQ0811.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
FQ0811.rate of 0.0 thru 1.0 mm/km.
FQ0811
FQ0811.The geoid height was determined by GEOID99.
FQ0811
FQ0811.The dynamic height is computed by dividing the NAVD 88
FQ0811.geopotential number by the normal gravity value computed on the
FQ0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
FQ0811.degrees latitude (G = 980.6199 gals.).
FQ0811
FQ0811.The modeled gravity was interpolated from observed gravity values.
FQ0811
FQ0811;                    North         East    Units  Estimated Accuracy
FQ0811;SPC AZ C     -   503,270.      255,400.      MT  (+/- 180 meters Scaled)
FQ0811
FQ0811                          SUPERSEDED SURVEY CONTROL
FQ0811
FQ0811  NGVD 29     -      1657.75   (m)         5438.8    (f) COMPUTED    2 2
FQ0811
FQ0811.Superseded values are not recommended for survey control.
FQ0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
FQ0811.See file dsdata.txt to determine how the superseded data were derived.
FQ0811
FQ0811_MARKER: DB = BENCH MARK DISK
FQ0811_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
FQ0811_STAMPING: 21 BKC 1968 5439
FQ0811_MAGNETIC: I = MARKER IS A STEEL ROD
FQ0811_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
FQ0811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
FQ0811+SATELLITE: SATELLITE OBSERVATIONS - 1968
FQ0811
FQ0811  HISTORY     - Date     Condition        Recov. By
FQ0811  HISTORY     - 1968     MONUMENTED       USGS
FQ0811
FQ0811                          STATION DESCRIPTION
FQ0811
FQ0811''DESCRIBED BY US GEOLOGICAL SURVEY 1968
FQ0811''FROM THE ANTELOPE HILLS CAFE AND MOTEL LOCATED 26 MILES SOUTH OF THE
FQ0811''SUSPENSION BRIDGE AT CAMERON, ARIZONA, PROCEED 2.2 MILES NORTH ALONG
FQ0811''U.S. HIGHWAY 89 TO THE JUNCTION OF A ROAD LEADING TO THE WUPATKI
FQ0811''NATIONAL MONUMENT, THENCE 6.6 MILES EAST ALONG THE MONUMENT ROAD, 41
FQ0811''FEET SOUTH OF THE CENTERLINE OF THE ROAD, 4 FEET NORTH OF A WITNESS
FQ0811''POST.  A COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH THE
FQ0811''GROUND.