PE1793 ***********************************************************************
PE1793  DESIGNATION -  POR 1944
PE1793  PID         -  PE1793
PE1793  STATE/COUNTY-  ME/HANCOCK
PE1793  USGS QUAD   -  BAR HARBOR (1982)
PE1793
PE1793                         *CURRENT SURVEY CONTROL
PE1793  ___________________________________________________________________
PE1793* NAD 83(1996)-  44 24 05.25021(N)    068 11 36.10855(W)     ADJUSTED
PE1793* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED
PE1793  ___________________________________________________________________
PE1793  LAPLACE CORR-           3.64  (seconds)                    DEFLEC99
PE1793  GEOID HEIGHT-         -23.96  (meters)                     GEOID99
PE1793
PE1793  HORZ ORDER  -  THIRD
PE1793
PE1793.The horizontal coordinates were established by classical geodetic methods
PE1793.and adjusted by the National Geodetic Survey in March 1998.
PE1793
PE1793.The orthometric height was scaled from a topographic map.
PE1793
PE1793.The Laplace correction was computed from DEFLEC99 derived deflections.
PE1793
PE1793.The geoid height was determined by GEOID99.
PE1793
PE1793;                    North         East     Units   Scale      Converg.
PE1793;SPC ME E     -    81,682.412   324,425.267   MT  0.99990733 +0 12 52.4
PE1793;UTM  19      - 4,916,779.889   564,233.750   MT  0.99965074 +0 33 51.9
PE1793
PE1793:                Primary Azimuth Mark                     Grid Az
PE1793:SPC ME E     -  CRAB                                     336 50 43.5
PE1793:UTM  19      -  CRAB                                     336 29 44.0
PE1793
PE1793|---------------------------------------------------------------------|
PE1793| PID    Reference Object                     Distance      Geod. Az  |
PE1793|                                                           dddmmss.s |
PE1793| PE1817 CRAB                                APPROX. 7.5 KM 3370335.9 |
PE1793|---------------------------------------------------------------------|
PE1793
PE1793                          SUPERSEDED SURVEY CONTROL
PE1793
PE1793  NAD 83(1992)-  44 24 05.24768(N)    068 11 36.11230(W) AD(       ) 3
PE1793  NAD 83(1986)-  44 24 05.24662(N)    068 11 36.11738(W) AD(       ) 3
PE1793  NAD 27      -  44 24 04.97300(N)    068 11 38.09200(W) AD(       ) 3
PE1793
PE1793.Superseded values are not recommended for survey control.
PE1793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
PE1793.See file dsdata.txt to determine how the superseded data were derived.
PE1793
PE1793_MARKER: DT = TOPOGRAPHIC STATION DISK
PE1793_SETTING: 66 = SET IN ROCK OUTCROP
PE1793_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
PE1793+STABILITY: POSITION/ELEVATION WELL
PE1793
PE1793  HISTORY     - Date     Condition        Recov. By
PE1793  HISTORY     - 1944     MONUMENTED       CGS
PE1793
PE1793                          STATION DESCRIPTION
PE1793
PE1793''DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FLP)
PE1793''STATION IS ON THE NORTHERN SIDE OF SHEEP PORCUPINE ISLAND, 25 METERS
PE1793''WEST OF THE NORTHEASTERLY TIP, 6 METERS BACK OF MEAN HIGH-WATER
PE1793''LINE, 1 METER OUTSIDE GRASS LINE.  MARK IS A STANDARD TOPOGRAPHIC
PE1793''DISC STAMPED POR, 1944, SET IN LEDGE ROCK OUTCROP.