<pre>PE0307 ***********************************************************************
PE0307  DESIGNATION -  TIDAL 6 STA 13
PE0307  PID         -  PE0307
PE0307  STATE/COUNTY-  ME/HANCOCK
PE0307  USGS QUAD   -  BASS HARBOR (1983)
PE0307
PE0307                         *CURRENT SURVEY CONTROL
PE0307  ___________________________________________________________________
PE0307* NAD 83(1986)-  44 14 26.     (N)    068 21 09.     (W)     SCALED
PE0307* NAVD 88     -         6.184  (meters)      20.29   (feet)  ADJUSTED
PE0307  ___________________________________________________________________
PE0307  GEOID HEIGHT-         -24.33  (meters)                     GEOID99
PE0307  DYNAMIC HT  -           6.184 (meters)      20.29  (feet)  COMP
PE0307  MODELED GRAV-     980,539.8   (mgal)                       NAVD 88
PE0307
PE0307  VERT ORDER  -  SECOND    CLASS 0
PE0307
PE0307.The horizontal coordinates were scaled from a topographic map and have
PE0307.an estimated accuracy of +/- 6 seconds.
PE0307
PE0307.The orthometric height was determined by differential leveling
PE0307.and adjusted by the National Geodetic Survey in June 1991.
PE0307
PE0307.The geoid height was determined by GEOID99.
PE0307
PE0307.The dynamic height is computed by dividing the NAVD 88
PE0307.geopotential number by the normal gravity value computed on the
PE0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
PE0307.degrees latitude (g = 980.6199 gals.).
PE0307
PE0307.The modeled gravity was interpolated from observed gravity values.
PE0307
PE0307;                    North         East    Units  Estimated Accuracy
PE0307;SPC ME E     -    63,770.      311,780.      MT  (+/- 180 meters Scaled)
PE0307
PE0307                          SUPERSEDED SURVEY CONTROL
PE0307
PE0307  NGVD 29     -         6.375  (m)           20.92   (f) ADJ UNCH    2 0
PE0307
PE0307.Superseded values are not recommended for survey control.
PE0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
PE0307.See file dsdata.txt to determine how the superseded data were derived.
PE0307
PE0307_MARKER: DJ = TIDAL STATION DISK
PE0307_SETTING: 66 = SET IN ROCK OUTCROP
PE0307_STAMPING: NO 6 1946
PE0307_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
PE0307+STABILITY: POSITION/ELEVATION WELL
PE0307
PE0307  HISTORY     - Date     Condition        Recov. By
PE0307  HISTORY     - 1946     MONUMENTED       CGS
PE0307  HISTORY     - 1962     GOOD             NGS
PE0307
PE0307                          STATION DESCRIPTION
PE0307
PE0307''DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
PE0307''AT BERNARD.
PE0307''0.1 MILE NORTHEAST ALONG ROAD TO HIGGINS WHARF (FORMERLY C.H.
PE0307''RICE COMPANY), FROM THE POST OFFICE AT BERNARD.  SET IN A DRILL
PE0307''HOLE IN THE HIGHEST POINT OF A LARGE GRAY ROCK OUTCROP, 69
PE0307''FEET NORTHWEST AND ACROSS THE ROAD FROM THE LAST POWER LINE POLE,
PE0307''52 FEET NORTHWEST OF THE CENTER OF THE ROAD LEADING TO THE
PE0307''WHARF AND 4 FEET ABOVE THE ROAD.
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