LY1507 ***********************************************************************
LY1507  DESIGNATION -  Q 225
LY1507  PID         -  LY1507
LY1507  STATE/COUNTY-  PA/CARBON
LY1507  USGS QUAD   -  HICKORY RUN (1997)
LY1507
LY1507                         *CURRENT SURVEY CONTROL
LY1507  ___________________________________________________________________
LY1507* NAD 83(1986)-  41 04 25.     (N)    075 37 55.     (W)     SCALED
LY1507* NAVD 88     -       558.558  (meters)    1832.54   (feet)  ADJUSTED
LY1507  ___________________________________________________________________
LY1507  GEOID HEIGHT-         -32.47  (meters)                     GEOID99
LY1507  DYNAMIC HT  -         558.284 (meters)    1831.64  (feet)  COMP
LY1507  MODELED GRAV-     980,113.8   (mgal)                       NAVD 88
LY1507
LY1507  VERT ORDER  -  SECOND    CLASS 0
LY1507
LY1507.The horizontal coordinates were scaled from a topographic map and have
LY1507.an estimated accuracy of +/- 6 seconds.
LY1507
LY1507.The orthometric height was determined by differential leveling
LY1507.and adjusted by the National Geodetic Survey in June 1991.
LY1507
LY1507.The geoid height was determined by GEOID99.
LY1507
LY1507.The dynamic height is computed by dividing the NAVD 88
LY1507.geopotential number by the normal gravity value computed on the
LY1507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
LY1507.degrees latitude (g = 980.6199 gals.).
LY1507
LY1507.The modeled gravity was interpolated from observed gravity values.
LY1507
LY1507;                    North         East    Units  Estimated Accuracy
LY1507;SPC PA N     -   102,900.      777,980.      MT  (+/- 180 meters Scaled)
LY1507
LY1507                          SUPERSEDED SURVEY CONTROL
LY1507
LY1507  NGVD 29     -       558.750  (m)         1833.17   (f) ADJ UNCH    2 0
LY1507
LY1507.Superseded values are not recommended for survey control.
LY1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
LY1507.See file dsdata.txt to determine how the superseded data were derived.
LY1507
LY1507_MARKER: DB = BENCH MARK DISK
LY1507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
LY1507_STAMPING: Q225 1959
LY1507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
LY1507+STABILITY: SURFACE MOTION
LY1507
LY1507  HISTORY     - Date     Condition        Recov. By
LY1507  HISTORY     - 1959     MONUMENTED       CGS
LY1507
LY1507                          STATION DESCRIPTION
LY1507
LY1507''DESCRIBED BY COAST AND GEODETIC SURVEY 1959
LY1507''2.8 MI W FROM BLAKESLEE CORNER.
LY1507''2.75 MILES WEST ALONG STATE HY. 940 FROM THE JUNCTION OF STATE
LY1507''HYS. 940 AND 115 AT BLAKESLEE CORNER, THENCE 1.35 MILES SOUTH
LY1507''ALONG A BLACK TOP ROAD TO SPLIT ROCK LODGE, AT THE TOP OF A
LY1507''SMALL HILL, 23 FEET SOUTH WEST OF POWER POLE NO. 28 1/2, 46
LY1507''FEET NORTH WEST OF THE JUNCTION OF THE CENTER LINE OF THE BLACK
LY1507''TOP ROAD AND A DIRT ROAD EAST, 32 FEET NORTH AND ACROSS THE
LY1507''SIDE ROAD FROM A 1 1/2 FOOT, DOUBLE BOLED, MAPLE TREE, 19 FEET
LY1507''NORTH OF THE CENTER LINE OF THE SIDE ROAD, 40 FEET WEST OF THE
LY1507''CENTER LINE OF THE ROAD TO THE LODGE AND ABOUT 3 FEET ABOVE THE
LY1507''LODGE ROAD.