JM0222 ***********************************************************************
JM0222  DESIGNATION -  X 19
JM0222  PID         -  JM0222
JM0222  STATE/COUNTY-  UT/SAN JUAN
JM0222  USGS QUAD   -  KANE SPRINGS (1987)
JM0222
JM0222                         *CURRENT SURVEY CONTROL
JM0222  ___________________________________________________________________
JM0222* NAD 83(1986)-  38 29 24.     (N)    109 27 11.     (W)     SCALED
JM0222* NAVD 88     -      1477.787  (meters)    4848.37   (feet)  ADJUSTED
JM0222  ___________________________________________________________________
JM0222  GEOID HEIGHT-         -19.62  (meters)                     GEOID99
JM0222  DYNAMIC HT  -        1476.197 (meters)    4843.16  (feet)  COMP
JM0222  MODELED GRAV-     979,502.2   (mgal)                       NAVD 88
JM0222
JM0222  VERT ORDER  -  FIRST     CLASS II
JM0222
JM0222.The horizontal coordinates were scaled from a topographic map and have
JM0222.an estimated accuracy of +/- 6 seconds.
JM0222
JM0222.The orthometric height was determined by differential leveling
JM0222.and adjusted by the National Geodetic Survey in June 1991.
JM0222
JM0222.The geoid height was determined by GEOID99.
JM0222
JM0222.The dynamic height is computed by dividing the NAVD 88
JM0222.geopotential number by the normal gravity value computed on the
JM0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
JM0222.degrees latitude (G = 980.6199 gals.).
JM0222
JM0222.The modeled gravity was interpolated from observed gravity values.
JM0222
JM0222;                    North         East    Units  Estimated Accuracy
JM0222;SPC UT S     - 3,204,320.      678,580.      MT  (+/- 180 meters Scaled)
JM0222
JM0222                          SUPERSEDED SURVEY CONTROL
JM0222
JM0222  NGVD 29     -      1476.737  (m)         4844.93   (f) ADJ UNCH    1 2
JM0222
JM0222.Superseded values are not recommended for survey control.
JM0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
JM0222.See file dsdata.txt to determine how the superseded data were derived.
JM0222
JM0222_MARKER: DB = BENCH MARK DISK
JM0222_SETTING: 30 = CULVERT
JM0222_STAMPING: 4844.928 X 19 1933
JM0222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
JM0222
JM0222  HISTORY     - Date     Condition        Recov. By
JM0222  HISTORY     - 1933     MONUMENTED       CGS
JM0222  HISTORY     - 1934     GOOD             NGS
JM0222  HISTORY     - 1982     GOOD             USGS
JM0222
JM0222                          STATION DESCRIPTION
JM0222
JM0222''DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
JM0222''8.3 MI SE FROM MOAB.
JM0222''IN SAN JUAN COUNTY, 8.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 450 FROM
JM0222''THE COURTHOUSE AT MOAB, GRAND COUNTY, 115 FEET SOUTHEAST OF THE GRAND
JM0222''SAN JUAN COUNTY LINE, AT A 5- BY 5-FOOT CONCRETE CULVERT, AND IN THE
JM0222''TOP OF THE SOUTHEAST END OF THE NORTHEAST HEADWALL.  A STANDARD DISK,
JM0222''STAMPED 4844.928 X 19 1933.
JM0222
JM0222                          STATION RECOVERY (1982)
JM0222
JM0222''RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
JM0222''MOAB, 7.85 MILES SOUTHEAST ALONG U.S. HWY. 191 FROM MAIN AND CENTER
JM0222''STREET IN MOAB, UTAH. .55 MILES EAST ALONG THE LOOP ROAD, .2 MILE
JM0222''NORTHWEST ALONG PAVED ROAD AT A 5 BY 5 FOOT CONCRETE CULVERT, AND IN
JM0222''THE TOP OF THE SOUTHEAST END OF THE NORTHEAST HEADWALL.