FQ0812 ***********************************************************************
FQ0812  DESIGNATION -  22 BKC
FQ0812  PID         -  FQ0812
FQ0812  STATE/COUNTY-  AZ/COCONINO
FQ0812  USGS QUAD   -  WUPATKI SW (1972)
FQ0812
FQ0812                         *CURRENT SURVEY CONTROL
FQ0812  ___________________________________________________________________
FQ0812* NAD 83(1986)-  35 32 01.     (N)    111 26 07.     (W)     SCALED
FQ0812* NAVD 88     -      1651.140  (meters)    5417.12   (feet)  POSTED
FQ0812  ___________________________________________________________________
FQ0812  GEOID HEIGHT-         -23.42  (meters)                     GEOID99
FQ0812  DYNAMIC HT  -        1649.000 (meters)    5410.09  (feet)  COMP
FQ0812  MODELED GRAV-     979,280.3   (mgal)                       NAVD 88
FQ0812
FQ0812  VERT ORDER  -  * POSTED, Code A , SEE BELOW
FQ0812
FQ0812.The horizontal coordinates were scaled from a topographic map and have
FQ0812.an estimated accuracy of +/- 6 seconds.
FQ0812
FQ0812.The orthometric height was determined by differential leveling
FQ0812.and adjusted by the National Geodetic Survey in 1992.
FQ0812.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
FQ0812.rate of 0.0 thru 1.0 mm/km.
FQ0812
FQ0812.The geoid height was determined by GEOID99.
FQ0812
FQ0812.The dynamic height is computed by dividing the NAVD 88
FQ0812.geopotential number by the normal gravity value computed on the
FQ0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
FQ0812.degrees latitude (G = 980.6199 gals.).
FQ0812
FQ0812.The modeled gravity was interpolated from observed gravity values.
FQ0812
FQ0812;                    North         East    Units  Estimated Accuracy
FQ0812;SPC AZ C     -   502,880.      257,010.      MT  (+/- 180 meters Scaled)
FQ0812
FQ0812                          SUPERSEDED SURVEY CONTROL
FQ0812
FQ0812  NGVD 29     -      1650.25   (m)         5414.2    (f) COMPUTED    2 2
FQ0812
FQ0812.Superseded values are not recommended for survey control.
FQ0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
FQ0812.See file dsdata.txt to determine how the superseded data were derived.
FQ0812
FQ0812_MARKER: DB = BENCH MARK DISK
FQ0812_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
FQ0812_STAMPING: 22 BKC 1968 5414
FQ0812_MAGNETIC: I = MARKER IS A STEEL ROD
FQ0812_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
FQ0812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
FQ0812+SATELLITE: SATELLITE OBSERVATIONS - 1968
FQ0812
FQ0812  HISTORY     - Date     Condition        Recov. By
FQ0812  HISTORY     - 1968     MONUMENTED       USGS
FQ0812
FQ0812                          STATION DESCRIPTION
FQ0812
FQ0812''DESCRIBED BY US GEOLOGICAL SURVEY 1968
FQ0812''FROM THE ANTELOPE HILLS CAFE AND MOTEL LOCATED 26 MILES SOUTH OF THE
FQ0812''SUSPENSION BRIDGE AT CAMERON, ARIZONA, PROCEED 2.2 MILES NORTH ALONG
FQ0812''U.S. HIGHWAY 89 TO THE JUNCTION OF A ROAD LEADING TO THE WUPATKI
FQ0812''NATIONAL MONUMENT, THENCE 7.6 MILES EAST ALONG THE MONUMENT ROAD, 53
FQ0812''FEET SOUTH OF THE CENTERLINE OF THE ROAD, 3 FEET NORTH OF A WITNESS
FQ0812''POST.  A COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH THE
FQ0812''GROUND.