GF0992 ***********************************************************************
GF0992  DESIGNATION -  X 348
GF0992  PID         -  GF0992
GF0992  STATE/COUNTY-  MO/BARRY
GF0992  USGS QUAD   -  EXETER (1974)
GF0992
GF0992                         *CURRENT SURVEY CONTROL
GF0992  ___________________________________________________________________
GF0992* NAD 83(1986)-  36 44 17.     (N)    093 54 48.     (W)     SCALED
GF0992* NAVD 88     -       466.213  (meters)    1529.57   (feet)  ADJUSTED
GF0992  ___________________________________________________________________
GF0992  GEOID HEIGHT-         -28.57  (meters)                     GEOID99
GF0992  DYNAMIC HT  -         465.814 (meters)    1528.26  (feet)  COMP
GF0992  MODELED GRAV-     979,760.6   (mgal)                       NAVD 88
GF0992
GF0992  VERT ORDER  -  FIRST     CLASS II
GF0992
GF0992.The horizontal coordinates were scaled from a topographic map and have
GF0992.an estimated accuracy of +/- 6 seconds.
GF0992
GF0992.The orthometric height was determined by differential leveling
GF0992.and adjusted by the National Geodetic Survey in June 1991.
GF0992
GF0992.The geoid height was determined by GEOID99.
GF0992
GF0992.The dynamic height is computed by dividing the NAVD 88
GF0992.geopotential number by the normal gravity value computed on the
GF0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
GF0992.degrees latitude (g = 980.6199 gals.).
GF0992
GF0992.The modeled gravity was interpolated from observed gravity values.
GF0992
GF0992;                    North         East    Units  Estimated Accuracy
GF0992;SPC MO W     -    63,560.      902,400.      MT  (+/- 180 meters Scaled)
GF0992
GF0992                          SUPERSEDED SURVEY CONTROL
GF0992
GF0992  NGVD 29     -       466.051  (m)         1529.04   (f) ADJUSTED    1 2
GF0992
GF0992.Superseded values are not recommended for survey control.
GF0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
GF0992.See file dsdata.txt to determine how the superseded data were derived.
GF0992
GF0992_MARKER: DV = VERTICAL CONTROL DISK
GF0992_SETTING: 66 = SET IN ROCK OUTCROP
GF0992_STAMPING: X 348 1989
GF0992_MAGNETIC: N = NO MAGNETIC MATERIAL
GF0992_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
GF0992+STABILITY: POSITION/ELEVATION WELL
GF0992_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
GF0992+SATELLITE: SATELLITE OBSERVATIONS - 1989
GF0992
GF0992  HISTORY     - Date     Condition        Recov. By
GF0992  HISTORY     - 1989     MONUMENTED       NGS
GF0992
GF0992                          STATION DESCRIPTION
GF0992
GF0992''DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
GF0992''9.0 KM (5.60 MI) SOUTHERLY ALONG STATE HIGHWAY 37 FROM ITS JUNCTION
GF0992''WITH COUNTY ROAD C IN PURDY, IN A 5 BY 10 FOOT EXPOSED AREA OF
GF0992''BEDROCK IN A HIGHWAY CUT, 0.4 KM (0.25 MI) NORTHWEST OF AN ARKANSAS
GF0992''AND MISSOURI RAILROAD OVERPASS, 13.0 M (42.7 FT) WEST OF THE
GF0992''CENTERLINE OF THE HIGHWAY, 1.2 M (3.9 FT) ABOVE THE LEVEL OF THE
GF0992''HIGHWAY, AND 0.2 M (0.7 FT) WEST OF A WITNESS POST.