LY0571 ***********************************************************************
LY0571  DESIGNATION -  M 10
LY0571  PID         -  LY0571
LY0571  STATE/COUNTY-  PA/PIKE
LY0571  USGS QUAD   -  MILFORD (1995)
LY0571
LY0571                         *CURRENT SURVEY CONTROL
LY0571  ___________________________________________________________________
LY0571* NAD 83(1986)-  41 15 17.     (N)    074 51 14.     (W)     SCALED
LY0571* NAVD 88     -       122.456  (meters)     401.76   (feet)  ADJUSTED
LY0571  ___________________________________________________________________
LY0571  GEOID HEIGHT-         -32.39  (meters)                     GEOID99
LY0571  DYNAMIC HT  -         122.405 (meters)     401.59  (feet)  COMP
LY0571  MODELED GRAV-     980,201.4   (mgal)                       NAVD 88
LY0571
LY0571  VERT ORDER  -  FIRST     CLASS II
LY0571
LY0571.The horizontal coordinates were scaled from a topographic map and have
LY0571.an estimated accuracy of +/- 6 seconds.
LY0571
LY0571.The orthometric height was determined by differential leveling
LY0571.and adjusted by the National Geodetic Survey in June 1991.
LY0571
LY0571.The geoid height was determined by GEOID99.
LY0571
LY0571.The dynamic height is computed by dividing the NAVD 88
LY0571.geopotential number by the normal gravity value computed on the
LY0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
LY0571.degrees latitude (g = 980.6199 gals.).
LY0571
LY0571.The modeled gravity was interpolated from observed gravity values.
LY0571
LY0571;                    North         East    Units  Estimated Accuracy
LY0571;SPC PA N     -   124,890.      842,670.      MT  (+/- 180 meters Scaled)
LY0571
LY0571                          SUPERSEDED SURVEY CONTROL
LY0571
LY0571  NGVD 29     -       122.636  (m)          402.35   (f) ADJ UNCH    1 2
LY0571
LY0571.Superseded values are not recommended for survey control.
LY0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
LY0571.See file dsdata.txt to determine how the superseded data were derived.
LY0571
LY0571_MARKER: DB = BENCH MARK DISK
LY0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
LY0571_STAMPING: M 10 1932 402.348
LY0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
LY0571+STABILITY: SURFACE MOTION
LY0571
LY0571  HISTORY     - Date     Condition        Recov. By
LY0571  HISTORY     - 1932     MONUMENTED       CGS
LY0571  HISTORY     - 1956     GOOD             NGS
LY0571  HISTORY     - 1978     GOOD             NGS
LY0571  HISTORY     - 19950111 MARK NOT FOUND   NJGS
LY0571
LY0571                          STATION DESCRIPTION
LY0571
LY0571''DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
LY0571''2.5 MI NE FROM DINGMANS FERRY.
LY0571''2.5 MILES NORTHEAST ALONG U.S. HIGHWAY 209 FROM THE POST OFFICE
LY0571''AT DINGMANS FERRY, ABOUT MIDWAY BETWEEN TWO SMALL CUTS, 74 YARDS
LY0571''NORTHEAST OF THE NORTHEAST END OF A STEEL CABLE GUARD RAIL,
LY0571''96.8 FEET SOUTHWEST OF THE SOUTHWEST END OF THE NORTHWEST
LY0571''CONCRETE HEAD WALL OF A 12-INCH CONCRETE PIPE CULVERT UNDER
LY0571''THE HIGHWAY, 23 1/2 FEET SOUTHWEST OF TELEPHONE POLE NO. L-20-190,
LY0571''11 FEET SOUTHEAST OF A 24-INCH OAK TREE (THE SECOND TREE
LY0571''NORTHEAST OF A ROW OF NORTHEAST-SOUTHWEST TREES) 21.8 FEET
LY0571''NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 3.8 FEET SOUTHEAST
LY0571''OF A FENCE, 1-FOOT ABOVE THE LEVEL OF THE HIGHWAY AND SET IN
LY0571''THE TOP OF A CONCRETE POST 4-INCHES.
LY0571
LY0571                          STATION RECOVERY (1978)
LY0571
LY0571''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
LY0571''RECOVERED IN GOOD CONDITION.
LY0571
LY0571                          STATION RECOVERY (1995)
LY0571
LY0571''RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (FAC)
LY0571''THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
LY0571''SEARCH BY A TWO MAN PARTY.