PE0283 ***********************************************************************
PE0283  TIDAL BM    -  This is a Tidal Bench Mark.
PE0283  DESIGNATION -  TIDAL 8 STA 11
PE0283  PID         -  PE0283
PE0283  STATE/COUNTY-  ME/HANCOCK
PE0283  USGS QUAD   -  BAR HARBOR (1982)
PE0283
PE0283                         *CURRENT SURVEY CONTROL
PE0283  ___________________________________________________________________
PE0283* NAD 83(1986)-  44 23 28.     (N)    068 12 18.     (W)     SCALED
PE0283* NAVD 88     -        12.738  (meters)      41.79   (feet)  ADJUSTED
PE0283  ___________________________________________________________________
PE0283  GEOID HEIGHT-         -23.97  (meters)                     GEOID99
PE0283  DYNAMIC HT  -          12.737 (meters)      41.79  (feet)  COMP
PE0283  MODELED GRAV-     980,573.5   (mgal)                       NAVD 88
PE0283
PE0283  VERT ORDER  -  SECOND    CLASS 0
PE0283
PE0283.The horizontal coordinates were scaled from a topographic map and have
PE0283.an estimated accuracy of +/- 6 seconds.
PE0283
PE0283.The orthometric height was determined by differential leveling
PE0283.and adjusted by the National Geodetic Survey in June 1991.
PE0283
PE0283.This Tidal Bench Mark is designated as VM 164
PE0283.by the Center for Operational Oceanographic Products and Services.
PE0283
PE0283.The geoid height was determined by GEOID99.
PE0283
PE0283.The dynamic height is computed by dividing the NAVD 88
PE0283.geopotential number by the normal gravity value computed on the
PE0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
PE0283.degrees latitude (g = 980.6199 gals.).
PE0283
PE0283.The modeled gravity was interpolated from observed gravity values.
PE0283
PE0283;                    North         East    Units  Estimated Accuracy
PE0283;SPC ME E     -    80,530.      323,500.      MT  (+/- 180 meters Scaled)
PE0283
PE0283                          SUPERSEDED SURVEY CONTROL
PE0283
PE0283  NGVD 29     -        12.930  (m)           42.42   (f) ADJ UNCH    2 0
PE0283
PE0283.Superseded values are not recommended for survey control.
PE0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
PE0283.See file dsdata.txt to determine how the superseded data were derived.
PE0283
PE0283_MARKER: DJ = TIDAL STATION DISK
PE0283_SETTING: 66 = SET IN ROCK OUTCROP
PE0283_STAMPING: NO 8 1947
PE0283_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
PE0283+STABILITY: POSITION/ELEVATION WELL
PE0283
PE0283  HISTORY     - Date     Condition        Recov. By
PE0283  HISTORY     - 1947     MONUMENTED       CGS
PE0283  HISTORY     - 1962     GOOD             NGS
PE0283
PE0283                          STATION DESCRIPTION
PE0283
PE0283''DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
PE0283''AT BAR HARBOR.
PE0283''SET IN A DRILL HOLE IN THE TOP OF A GRANITE BENCH, THAT IS SET
PE0283''IN BEDROCK, ABOUT 1 FOOT IN FROM THE WEST, NORTH, AND EAST
PE0283''SIDES OF THE BENCH, WHICH IS IN AGAMONT PARK, AT THE FOOT OF
PE0283''MAIN STREET NEAR MUNICIPAL PIER IN BAR HARBOR, 135 FEET EAST OF
PE0283''THE EAST CURB OF MAIN STREET, 105 FEET EAST OF THE WATER FOUNTAIN
PE0283''AND TIDAL 9, 50 FEET NORTH OF THE NORTHEAST CORNER OF HARBOR VIEW
PE0283''HOTEL AND 15 INCHES ABOVE THE GROUND.