KY0130 ***********************************************************************
KY0130  DESIGNATION -  D 202
KY0130  PID         -  KY0130
KY0130  STATE/COUNTY-  PA/BUTLER
KY0130  USGS QUAD   -  EVANS CITY (1977)
KY0130
KY0130                         *CURRENT SURVEY CONTROL
KY0130  ___________________________________________________________________
KY0130* NAD 83(1986)-  40 46 44.     (N)    080 04 47.     (W)     SCALED
KY0130* NAVD 88     -       282.534  (meters)     926.95   (feet)  ADJUSTED
KY0130  ___________________________________________________________________
KY0130  GEOID HEIGHT-         -34.03  (meters)                     GEOID99
KY0130  DYNAMIC HT  -         282.390 (meters)     926.47  (feet)  COMP
KY0130  MODELED GRAV-     980,107.1   (mgal)                       NAVD 88
KY0130
KY0130  VERT ORDER  -  SECOND    CLASS 0
KY0130
KY0130.The horizontal coordinates were scaled from a topographic map and have
KY0130.an estimated accuracy of +/- 6 seconds.
KY0130
KY0130.The orthometric height was determined by differential leveling
KY0130.and adjusted by the National Geodetic Survey in June 1991.
KY0130
KY0130.The geoid height was determined by GEOID99.
KY0130
KY0130.The dynamic height is computed by dividing the NAVD 88
KY0130.geopotential number by the normal gravity value computed on the
KY0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
KY0130.degrees latitude (g = 980.6199 gals.).
KY0130
KY0130.The modeled gravity was interpolated from observed gravity values.
KY0130
KY0130;                    North         East    Units  Estimated Accuracy
KY0130;SPC PA S     -   163,100.      403,360.      MT  (+/- 180 meters Scaled)
KY0130
KY0130                          SUPERSEDED SURVEY CONTROL
KY0130
KY0130  NGVD 29     -       282.678  (m)          927.42   (f) ADJ UNCH    2 0
KY0130
KY0130.Superseded values are not recommended for survey control.
KY0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
KY0130.See file dsdata.txt to determine how the superseded data were derived.
KY0130
KY0130_MARKER: DB = BENCH MARK DISK
KY0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
KY0130_STAMPING: D 202 1954
KY0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
KY0130+STABILITY: SURFACE MOTION
KY0130
KY0130  HISTORY     - Date     Condition        Recov. By
KY0130  HISTORY     - 1954     MONUMENTED       CGS
KY0130
KY0130                          STATION DESCRIPTION
KY0130
KY0130''DESCRIBED BY COAST AND GEODETIC SURVEY 1954
KY0130''1.2 MI NW FROM EVANS CITY.
KY0130''ABOUT 1.25 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
KY0130''FROM THE STATION AT EVANS CITY, ABOUT 1.3 MILES SOUTHEAST OF MU
KY0130''CONTROL TOWER AT EIDENAU, AT A DIM ROAD CROSSING, 16 FEET SOUTHWEST
KY0130''OF SOUTHWEST RAIL OF SOUTHWEST TRACK, 71 FEET WEST-SOUTHWEST AND
KY0130''ACROSS DIM ROAD AND TRACK FROM TELEPHONE POLE NO. 29/20, 33 FEET
KY0130''WEST OF CENTER OF CROSSING OF SOUTHWEST TRACK AND DIM ROAD,
KY0130''23 FEET NORTHWEST OF CENTER LINE OF DIM ROAD, 2 FEET EAST-SOUTHEAST
KY0130''OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE LEVEL OF
KY0130''TRACKS AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.