HO0147 ***********************************************************************
HO0147  DESIGNATION -  P 57
HO0147  PID         -  HO0147
HO0147  STATE/COUNTY-  UT/KANE
HO0147  USGS QUAD   -  SPRINGDALE EAST (1982)
HO0147
HO0147                         *CURRENT SURVEY CONTROL
HO0147  ___________________________________________________________________
HO0147* NAD 83(1986)-  37 13 33.     (N)    112 53 22.     (W)     SCALED
HO0147* NAVD 88     -      1691.642  (meters)    5550.00   (feet)  ADJUSTED
HO0147  ___________________________________________________________________
HO0147  GEOID HEIGHT-         -22.06  (meters)                     GEOID99
HO0147  DYNAMIC HT  -        1689.646 (meters)    5543.45  (feet)  COMP
HO0147  MODELED GRAV-     979,391.3   (mgal)                       NAVD 88
HO0147
HO0147  VERT ORDER  -  FIRST     CLASS II
HO0147
HO0147.The horizontal coordinates were scaled from a topographic map and have
HO0147.an estimated accuracy of +/- 6 seconds.
HO0147
HO0147.The orthometric height was determined by differential leveling
HO0147.and adjusted by the National Geodetic Survey in June 1991.
HO0147
HO0147.The geoid height was determined by GEOID99.
HO0147
HO0147.The dynamic height is computed by dividing the NAVD 88
HO0147.geopotential number by the normal gravity value computed on the
HO0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
HO0147.degrees latitude (G = 980.6199 gals.).
HO0147
HO0147.The modeled gravity was interpolated from observed gravity values.
HO0147
HO0147;                    North         East    Units  Estimated Accuracy
HO0147;SPC UT S     - 3,062,970.      376,700.      MT  (+/- 180 meters Scaled)
HO0147
HO0147                          SUPERSEDED SURVEY CONTROL
HO0147
HO0147  NGVD 29     -      1690.611  (m)         5546.61   (f) ADJ UNCH    1 2
HO0147
HO0147.Superseded values are not recommended for survey control.
HO0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
HO0147.See file dsdata.txt to determine how the superseded data were derived.
HO0147
HO0147_MARKER: DB = BENCH MARK DISK
HO0147_SETTING: 66 = SET IN ROCK OUTCROP
HO0147_STAMPING: P 57 1934
HO0147_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
HO0147+STABILITY: POSITION/ELEVATION WELL
HO0147
HO0147  HISTORY     - Date     Condition        Recov. By
HO0147  HISTORY     - 1934     MONUMENTED       CGS
HO0147  HISTORY     - 1983     GOOD             NGS
HO0147
HO0147                          STATION DESCRIPTION
HO0147
HO0147''DESCRIBED BY COAST AND GEODETIC SURVEY 1934
HO0147''14.6 MI NE FROM ROCKVILLE.
HO0147''IN KANE COUNTY, 14.6 MILES NORTHEAST ALONG STATE HIGHWAY 15 FROM
HO0147''ROCKVILLE, WASHINGTON COUNTY, 60 FEET SOUTH OF A ROW OF POLES CARRYING
HO0147''ONE WIRE, 45 FEET SOUTH OF A DRY WASH, 30 FEET NORTH OF THE CENTERLINE
HO0147''OF THE HIGHWAY, AND IN THE TOP OF A RED SANDSTONE OUTCROP. A STANDARD
HO0147''DISK, STAMPED P 57 1934.
HO0147
HO0147                          STATION RECOVERY (1983)
HO0147
HO0147''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
HO0147''RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  18.3 KM
HO0147''(11.4 MI) EAST ALONG STATE HIGHWAY 9 FROM THE CHURCH OF LATTER DAY
HO0147''SAINTS IN SPRINGDALE, IN TOP OF AND 0.9 METER (3 FT) WEST OF THE EAST
HO0147''END OF A 6- BY 24-FOOT SANDSTONE OUTCROP AND OPPOSITE OF A MASSIVE
HO0147''HIGHWAY CUT ON THE INSIDE OF A CURVE, 0.33 KM (0.2 MI) NORTHEAST OF
HO0147''THE EAST END OF THE BRIDGE OVER CLEAR CREEK, 9.1 METERS (30 FT) NORTH
HO0147''OF THE HIGHWAY CENTERLINE, 0.9 METER (3 FT) SOUTH OF THE NORTH EDGE OF
HO0147''THE OUTCROP.
HO0147''THE MARK IS 0.5 M ABOVE THE HIGHWAY.