PE0382 ***********************************************************************
PE0382  TIDAL BM    -  This is a Tidal Bench Mark.
PE0382  DESIGNATION -  TIDAL 3 STA 30
PE0382  PID         -  PE0382
PE0382  STATE/COUNTY-  ME/WALDO
PE0382  USGS QUAD   -  CASTINE (1979)
PE0382
PE0382                         *CURRENT SURVEY CONTROL
PE0382  ___________________________________________________________________
PE0382* NAD 83(1986)-  44 28 07.     (N)    068 48 35.     (W)     SCALED
PE0382* NAVD 88     -         1.413  (meters)       4.64   (feet)  ADJUSTED
PE0382  ___________________________________________________________________
PE0382  GEOID HEIGHT-         -25.07  (meters)                     GEOID99
PE0382  DYNAMIC HT  -           1.413 (meters)       4.64  (feet)  COMP
PE0382  MODELED GRAV-     980,555.8   (mgal)                       NAVD 88
PE0382
PE0382  VERT ORDER  -  SECOND    CLASS 0
PE0382
PE0382.The horizontal coordinates were scaled from a topographic map and have
PE0382.an estimated accuracy of +/- 6 seconds.
PE0382
PE0382.The orthometric height was determined by differential leveling
PE0382.and adjusted by the National Geodetic Survey in June 1991.
PE0382
PE0382.This Tidal Bench Mark is designated as VM 13998
PE0382.by the Center for Operational Oceanographic Products and Services.
PE0382
PE0382.The geoid height was determined by GEOID99.
PE0382
PE0382.The dynamic height is computed by dividing the NAVD 88
PE0382.geopotential number by the normal gravity value computed on the
PE0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
PE0382.degrees latitude (g = 980.6199 gals.).
PE0382
PE0382.The modeled gravity was interpolated from observed gravity values.
PE0382
PE0382;                    North         East    Units  Estimated Accuracy
PE0382;SPC ME E     -    89,150.      275,360.      MT  (+/- 180 meters Scaled)
PE0382
PE0382                          SUPERSEDED SURVEY CONTROL
PE0382
PE0382  NGVD 29     -         1.643  (m)            5.39   (f) ADJ UNCH    2 0
PE0382
PE0382.Superseded values are not recommended for survey control.
PE0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
PE0382.See file dsdata.txt to determine how the superseded data were derived.
PE0382
PE0382_MARKER: H = DRILL HOLE
PE0382_SETTING: 80 = SET IN A BOULDER
PE0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
PE0382+STABILITY: SURFACE MOTION
PE0382
PE0382  HISTORY     - Date     Condition        Recov. By
PE0382  HISTORY     - UNK      MONUMENTED       CGS
PE0382  HISTORY     - 1962     GOOD             NGS
PE0382
PE0382                          STATION DESCRIPTION
PE0382
PE0382''DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
PE0382''0.2 MI N FROM FORT POINT.
PE0382''ABOUT 0.2 MILE NORTH ALONG A TRAIL FROM THE U.S. COAST GUARD
PE0382''STATION AND LIGHTHOUSE AT FORT POINT ON CAPE JELLISON, ABOUT 300
PE0382''YARDS NORTHWEST ALONG WATER EDGE FROM THE END OF THE TRAIL
PE0382''LEADING TO THE LIGHTHOUSE, A DRILL HOLE ON THE TOP OF A
PE0382''10-BY-8-FOOT BOULDER PROJECTING 7 FEET ABOVE THE LEVEL OF THE
PE0382''GROUND AND SURROUNDED BY WATER AT HIGH TIDE, 195 FEET SOUTHEAST
PE0382''FROM THE INSHORE END OF AN OLD WHARF, 75 FEET NORTHEAST OF THE
PE0382''NORTH BANK OF CAPE JELLISON, 180 YARDS NORTHWEST OF TIDAL 30
PE0382''(1948) AND 7 FEET ABOVE THE LEVEL OF THE GROUND.