NY0469 ***********************************************************************
NY0469  DESIGNATION -  H 546
NY0469  PID         -  NY0469
NY0469  STATE/COUNTY-  OR/KLAMATH
NY0469  USGS QUAD   -  WOCUS (1985)
NY0469
NY0469                         *CURRENT SURVEY CONTROL
NY0469  ___________________________________________________________________
NY0469* NAD 83(1986)-  42 20 59.     (N)    121 48 45.     (W)     SCALED
NY0469* NAVD 88     -      1266.022  (meters)    4153.61   (feet)  ADJUSTED
NY0469  ___________________________________________________________________
NY0469  GEOID HEIGHT-         -22.44  (meters)                     GEOID99
NY0469  DYNAMIC HT  -        1265.273 (meters)    4151.15  (feet)  COMP
NY0469  MODELED GRAV-     979,986.4   (mgal)                       NAVD 88
NY0469
NY0469  VERT ORDER  -  FIRST     CLASS II
NY0469
NY0469.The horizontal coordinates were scaled from a topographic map and have
NY0469.an estimated accuracy of +/- 6 seconds.
NY0469
NY0469.The orthometric height was determined by differential leveling
NY0469.and adjusted by the National Geodetic Survey in June 1991.
NY0469
NY0469.The geoid height was determined by GEOID99.
NY0469
NY0469.The dynamic height is computed by dividing the NAVD 88
NY0469.geopotential number by the normal gravity value computed on the
NY0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
NY0469.degrees latitude (G = 980.6199 gals.).
NY0469
NY0469.The modeled gravity was interpolated from observed gravity values.
NY0469
NY0469;                    North         East    Units  Estimated Accuracy
NY0469;SPC OR S     -    76,730.    1,391,860.      MT  (+/- 180 meters Scaled)
NY0469
NY0469                          SUPERSEDED SURVEY CONTROL
NY0469
NY0469  NGVD 29     -      1264.906  (m)         4149.95   (f) ADJ UNCH    1 2
NY0469
NY0469.Superseded values are not recommended for survey control.
NY0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
NY0469.See file dsdata.txt to determine how the superseded data were derived.
NY0469
NY0469_MARKER: DB = BENCH MARK DISK
NY0469_SETTING: 80 = SET IN A BOULDER
NY0469_STAMPING: H 546 1954
NY0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
NY0469+STABILITY: SURFACE MOTION
NY0469_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
NY0469+SATELLITE: SATELLITE OBSERVATIONS - June 29, 1988
NY0469
NY0469  HISTORY     - Date     Condition        Recov. By
NY0469  HISTORY     - 1954     MONUMENTED       CGS
NY0469  HISTORY     - 19880629 GOOD             NGS
NY0469
NY0469                          STATION DESCRIPTION
NY0469
NY0469''DESCRIBED BY COAST AND GEODETIC SURVEY 1954
NY0469''10.9 MI N FROM KLAMATH FALLS.
NY0469''9.9 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
NY0469''STATION AT KLAMATH FALLS, THENCE 1.0 MILE EAST ALONG THE OLD U. S.
NY0469''HIGHWAY 97, ABOUT 100 YARDS EAST OF THE EAST END OF A CONCRETE AND
NY0469''BRICK STORAGE BUILDING, AT THE BASE OF THE NORTHWEST END OF A
NY0469''FOOTHILL, IN THE TOP OF A BENCH ON THE NORTH SIDE OF A 6- BY 6-FOOT
NY0469''BOULDER PROJECTING 4 FEET ABOVE THE GROUND, 61 1/2 FEET EAST OF POWER
NY0469''LINE POLE 9/12 WITH A TRANSFORMER, 30 FEET SOUTH OF THE CENTER LINE OF
NY0469''THE HIGHWAY, 1.5 FEET NORTH OF THE TOP OF THE BOULDER, AND ABOUT 4
NY0469''FEET HIGHER THAN THE HIGHWAY.
NY0469
NY0469                          STATION RECOVERY (1988)
NY0469
NY0469''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
NY0469''RECOVERED IN GOOD CONDITION.