FQ0810 ***********************************************************************
FQ0810  DESIGNATION -  20 BKC
FQ0810  PID         -  FQ0810
FQ0810  STATE/COUNTY-  AZ/COCONINO
FQ0810  USGS QUAD   -  WUPATKI SW (1972)
FQ0810
FQ0810                         *CURRENT SURVEY CONTROL
FQ0810  ___________________________________________________________________
FQ0810* NAD 83(1986)-  35 32 55.     (N)    111 27 56.     (W)     SCALED
FQ0810* NAVD 88     -      1655.401  (meters)    5431.09   (feet)  POSTED
FQ0810  ___________________________________________________________________
FQ0810  GEOID HEIGHT-         -23.35  (meters)                     GEOID99
FQ0810  DYNAMIC HT  -        1653.260 (meters)    5424.07  (feet)  COMP
FQ0810  MODELED GRAV-     979,279.5   (mgal)                       NAVD 88
FQ0810
FQ0810  VERT ORDER  -  * POSTED, Code A , SEE BELOW
FQ0810
FQ0810.The horizontal coordinates were scaled from a topographic map and have
FQ0810.an estimated accuracy of +/- 6 seconds.
FQ0810
FQ0810.The orthometric height was determined by differential leveling
FQ0810.and adjusted by the National Geodetic Survey in 1992.
FQ0810.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
FQ0810.rate of 0.0 thru 1.0 mm/km.
FQ0810
FQ0810.The geoid height was determined by GEOID99.
FQ0810
FQ0810.The dynamic height is computed by dividing the NAVD 88
FQ0810.geopotential number by the normal gravity value computed on the
FQ0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
FQ0810.degrees latitude (G = 980.6199 gals.).
FQ0810
FQ0810.The modeled gravity was interpolated from observed gravity values.
FQ0810
FQ0810;                    North         East    Units  Estimated Accuracy
FQ0810;SPC AZ C     -   504,530.      254,260.      MT  (+/- 180 meters Scaled)
FQ0810
FQ0810                          SUPERSEDED SURVEY CONTROL
FQ0810
FQ0810  NGVD 29     -      1654.51   (m)         5428.2    (f) COMPUTED    2 2
FQ0810
FQ0810.Superseded values are not recommended for survey control.
FQ0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
FQ0810.See file dsdata.txt to determine how the superseded data were derived.
FQ0810
FQ0810_MARKER: DB = BENCH MARK DISK
FQ0810_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
FQ0810_STAMPING: 20 BKC 1968 5428
FQ0810_MAGNETIC: I = MARKER IS A STEEL ROD
FQ0810_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
FQ0810_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
FQ0810+SATELLITE: SATELLITE OBSERVATIONS - 1968
FQ0810
FQ0810  HISTORY     - Date     Condition        Recov. By
FQ0810  HISTORY     - 1968     MONUMENTED       USGS
FQ0810
FQ0810                          STATION DESCRIPTION
FQ0810
FQ0810''DESCRIBED BY US GEOLOGICAL SURVEY 1968
FQ0810''FROM THE ANTELOPE HILLS CAFE AND MOTEL LOCATED 26 MILES SOUTH OF THE
FQ0810''SUSPENSION BRIDGE AT CAMERON, ARIZONA, PROCEED 2.2 MILES NORTH ALONG
FQ0810''U.S. HIGHWAY 89 TO THE JUNCTION OF A ROAD LEADING TO THE WUPATKI
FQ0810''NATIONAL MONUMENT, THENCE 5.5 MILES EAST ALONG THE MONUMENT ROAD, 41
FQ0810''FEET NORTH OF THE CENTERLINE OF THE ROAD, 3 FEET SOUTH OF A WITNESS
FQ0810''POST.  A COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH THE
FQ0810''GROUND.