FQ0813 ***********************************************************************
FQ0813  DESIGNATION -  23 BKC
FQ0813  PID         -  FQ0813
FQ0813  STATE/COUNTY-  AZ/COCONINO
FQ0813  USGS QUAD   -  WUPATKI SW (1972)
FQ0813
FQ0813                         *CURRENT SURVEY CONTROL
FQ0813  ___________________________________________________________________
FQ0813* NAD 83(1986)-  35 31 45.     (N)    111 24 52.     (W)     SCALED
FQ0813* NAVD 88     -      1638.250  (meters)    5374.83   (feet)  POSTED
FQ0813  ___________________________________________________________________
FQ0813  GEOID HEIGHT-         -23.48  (meters)                     GEOID99
FQ0813  DYNAMIC HT  -        1636.130 (meters)    5367.87  (feet)  COMP
FQ0813  MODELED GRAV-     979,281.9   (mgal)                       NAVD 88
FQ0813
FQ0813  VERT ORDER  -  * POSTED, Code A , SEE BELOW
FQ0813
FQ0813.The horizontal coordinates were scaled from a topographic map and have
FQ0813.an estimated accuracy of +/- 6 seconds.
FQ0813
FQ0813.The orthometric height was determined by differential leveling
FQ0813.and adjusted by the National Geodetic Survey in 1992.
FQ0813.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
FQ0813.rate of 0.0 thru 1.0 mm/km.
FQ0813
FQ0813.The geoid height was determined by GEOID99.
FQ0813
FQ0813.The dynamic height is computed by dividing the NAVD 88
FQ0813.geopotential number by the normal gravity value computed on the
FQ0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
FQ0813.degrees latitude (G = 980.6199 gals.).
FQ0813
FQ0813.The modeled gravity was interpolated from observed gravity values.
FQ0813
FQ0813;                    North         East    Units  Estimated Accuracy
FQ0813;SPC AZ C     -   502,390.      258,910.      MT  (+/- 180 meters Scaled)
FQ0813
FQ0813                          SUPERSEDED SURVEY CONTROL
FQ0813
FQ0813  NGVD 29     -      1637.37   (m)         5371.9    (f) COMPUTED    2 2
FQ0813
FQ0813.Superseded values are not recommended for survey control.
FQ0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
FQ0813.See file dsdata.txt to determine how the superseded data were derived.
FQ0813
FQ0813_MARKER: DB = BENCH MARK DISK
FQ0813_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
FQ0813_STAMPING: 23 BKC 1968 5372
FQ0813_MAGNETIC: I = MARKER IS A STEEL ROD
FQ0813_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
FQ0813_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
FQ0813+SATELLITE: SATELLITE OBSERVATIONS - 1968
FQ0813
FQ0813  HISTORY     - Date     Condition        Recov. By
FQ0813  HISTORY     - 1968     MONUMENTED       USGS
FQ0813
FQ0813                          STATION DESCRIPTION
FQ0813
FQ0813''DESCRIBED BY US GEOLOGICAL SURVEY 1968
FQ0813''FROM THE ANTELOPE HILLS CAFE AND MOTEL LOCATED 26 MILES SOUTH OF THE
FQ0813''SUSPENSION BRIDGE AT CAMERON, ARIZONA, PROCEED 2.2 MILES NORTH ALONG
FQ0813''U.S. HIGHWAY 89 TO THE JUNCTION OF A ROAD LEADING TO THE WUPATKI
FQ0813''NATIONAL MONUMENT, THENCE 8.8 MILES EAST ALONG THE MONUMENT ROAD, 54
FQ0813''FEET SOUTH OF THE CENTERLINE OF THE ROAD, 1 FOOT NORTH OF A WITNESS
FQ0813''POST.  A COPPER-CLAD STEEL ROD ENCASED IN A PIPE FLUSH WITH THE
FQ0813''GROUND.