HO0148 ***********************************************************************
HO0148  DESIGNATION -  H 6
HO0148  PID         -  HO0148
HO0148  STATE/COUNTY-  UT/WASHINGTON
HO0148  USGS QUAD   -  SPRINGDALE EAST (1982)
HO0148
HO0148                         *CURRENT SURVEY CONTROL
HO0148  ___________________________________________________________________
HO0148* NAD 83(1986)-  37 13 21.     (N)    112 54 23.     (W)     SCALED
HO0148* NAVD 88     -      1654.270  (meters)    5427.38   (feet)  ADJUSTED
HO0148  ___________________________________________________________________
HO0148  GEOID HEIGHT-         -22.11  (meters)                     GEOID99
HO0148  DYNAMIC HT  -        1652.333 (meters)    5421.03  (feet)  COMP
HO0148  MODELED GRAV-     979,401.6   (mgal)                       NAVD 88
HO0148
HO0148  VERT ORDER  -  FIRST     CLASS II
HO0148
HO0148.The horizontal coordinates were scaled from a topographic map and have
HO0148.an estimated accuracy of +/- 6 seconds.
HO0148
HO0148.The orthometric height was determined by differential leveling
HO0148.and adjusted by the National Geodetic Survey in June 1991.
HO0148
HO0148.The geoid height was determined by GEOID99.
HO0148
HO0148.The dynamic height is computed by dividing the NAVD 88
HO0148.geopotential number by the normal gravity value computed on the
HO0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
HO0148.degrees latitude (G = 980.6199 gals.).
HO0148
HO0148.The modeled gravity was interpolated from observed gravity values.
HO0148
HO0148;                    North         East    Units  Estimated Accuracy
HO0148;SPC UT S     - 3,062,630.      375,190.      MT  (+/- 180 meters Scaled)
HO0148
HO0148                          SUPERSEDED SURVEY CONTROL
HO0148
HO0148  NGVD 29     -      1653.251  (m)         5424.04   (f) ADJ UNCH    1 2
HO0148
HO0148.Superseded values are not recommended for survey control.
HO0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
HO0148.See file dsdata.txt to determine how the superseded data were derived.
HO0148
HO0148_MARKER: DD = SURVEY DISK
HO0148_SETTING: 66 = SET IN ROCK OUTCROP
HO0148_STAMPING: H 6 1931 5424
HO0148_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
HO0148+STABILITY: POSITION/ELEVATION WELL
HO0148
HO0148  HISTORY     - Date     Condition        Recov. By
HO0148  HISTORY     - 1931     MONUMENTED       USGS
HO0148  HISTORY     - 1983     GOOD             NGS
HO0148
HO0148                          STATION DESCRIPTION
HO0148
HO0148''DESCRIBED BY US GEOLOGICAL SURVEY 1931
HO0148''13.3 MI NE FROM ROCKVILLE.
HO0148''13.3 MILES NORTHEAST ALONG STATE HIGHWAY 15 FROM ROCKVILLE, WASHINGTON
HO0148''COUNTY, 165 FEET EAST OF THE EAST END OF A LARGE ROCK CUT, 100 FEET
HO0148''WEST OF A 1-FOOT CORRUGATED IRON PIPE CULVERT, 45 FEET EAST OF A
HO0148''2-FOOT CORRUGATED IRON PIPE CULVERT, 24 FEET SOUTH OF THE CENTERLINE
HO0148''OF THE HIGHWAY, AND IN THE TOP OF A RED SANDSTONE OUTCROP. A UNITED
HO0148''STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 6 1931 5424.
HO0148
HO0148                          STATION RECOVERY (1983)
HO0148
HO0148''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
HO0148''RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  16.25 KM
HO0148''(10.15 MI) EAST ALONG STATE HIGHWAY 9 FROM THE CHURCH OF LATTER DAY
HO0148''SAINTS IN SPRINGDALE, IN TOP OF AND 1.2 METERS (4 FT) SOUTH OF THE
HO0148''NORTH AND TOP EDGE OF A MASSIVE SANDSTONE RIDGE, 0.95 KM (0.6 MI) WEST
HO0148''OF THE WASHINGTON-KANE COUNTY LINE, 6.8 METERS (22.5 FT) SOUTH OF THE
HO0148''HIGHWAY CENTERLINE, 17.7 METERS (58 FT) SOUTHEAST ACROSS THE HIGHWAY
HO0148''FROM THE WEST END OF A SMALL ROCK CUT.
HO0148''THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.