KW1882 ***********************************************************************
KW1882  DESIGNATION -  A 153 PADH
KW1882  PID         -  KW1882
KW1882  STATE/COUNTY-  PA/PERRY
KW1882  USGS QUAD   -  SHERMANS DALE (1984)
KW1882
KW1882                         *CURRENT SURVEY CONTROL
KW1882  ___________________________________________________________________
KW1882* NAD 83(1986)-  40 21 06.     (N)    077 12 37.     (W)     SCALED
KW1882* NAVD 88     -       141.001  (meters)     462.60   (feet)  ADJUSTED
KW1882  ___________________________________________________________________
KW1882  GEOID HEIGHT-         -33.94  (meters)                     GEOID99
KW1882  DYNAMIC HT  -         140.932 (meters)     462.37  (feet)  COMP
KW1882  MODELED GRAV-     980,134.9   (mgal)                       NAVD 88
KW1882
KW1882  VERT ORDER  -  SECOND    CLASS 0
KW1882
KW1882.The horizontal coordinates were scaled from a topographic map and have
KW1882.an estimated accuracy of +/- 6 seconds.
KW1882
KW1882.The orthometric height was determined by differential leveling
KW1882.and adjusted by the National Geodetic Survey in June 1991.
KW1882
KW1882.The geoid height was determined by GEOID99.
KW1882
KW1882.The dynamic height is computed by dividing the NAVD 88
KW1882.geopotential number by the normal gravity value computed on the
KW1882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
KW1882.degrees latitude (g = 980.6199 gals.).
KW1882
KW1882.The modeled gravity was interpolated from observed gravity values.
KW1882
KW1882;                    North         East    Units  Estimated Accuracy
KW1882;SPC PA S     -   113,210.      645,850.      MT  (+/- 180 meters Scaled)
KW1882
KW1882                          SUPERSEDED SURVEY CONTROL
KW1882
KW1882  NGVD 29     -       141.222  (m)          463.33   (f) ADJUSTED    2 0
KW1882
KW1882.Superseded values are not recommended for survey control.
KW1882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
KW1882.See file dsdata.txt to determine how the superseded data were derived.
KW1882
KW1882_MARKER: DD = SURVEY DISK
KW1882_SETTING: 36 = ABUTMENT
KW1882_STAMPING: A 153 1942
KW1882_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
KW1882
KW1882  HISTORY     - Date     Condition        Recov. By
KW1882  HISTORY     - 1942     MONUMENTED       PADH
KW1882  HISTORY     - 1942     GOOD             CGS
KW1882  HISTORY     - 1953     GOOD             CGS
KW1882
KW1882                          STATION DESCRIPTION
KW1882
KW1882''DESCRIBED BY COAST AND GEODETIC SURVEY 1942
KW1882''3 MI NW FROM SHERMANSDALE.
KW1882''1.9 MILES NORTHWEST ALONG STATE HIGHWAY NO. 34 FROM THE POST
KW1882''OFFICE AT SHERMANSDALE, THENCE 1.1 MILES WEST ALONG STATE HIGHWAY
KW1882''NO. 850, SET IN THE NORTH CORNER OF THE EAST ABUTMENT OF THE
KW1882''CONCRETE BRIDGE PAINTED 289 + 29, 13.4 FEET NORTH OF THE
KW1882''CENTER-LINE OF THE HIGHWAY.  A STANDARD PENNSYLVANIA DEPARTMENT
KW1882''OF HIGHWAYS DISK.  STAMPED BY THE U.S.C. AND G.S.
KW1882
KW1882                          STATION RECOVERY (1953)
KW1882
KW1882''RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
KW1882''RECOVERED IN GOOD CONDITION.