QF0683 ***********************************************************************
QF0683  DESIGNATION -  CHAMCOOK
QF0683  PID         -  QF0683
QF0683  STATE/COUNTY-  ME/WASHINGTON
QF0683  USGS QUAD   -  ROBBINSTON (1977)
QF0683
QF0683                         *CURRENT SURVEY CONTROL
QF0683  ___________________________________________________________________
QF0683* NAD 83(1996)-  45 07 29.75400(N)    067 04 59.45900(W)     ADJUSTED
QF0683* NAVD 88     -       190.53   (+/-2cm)     625.1    (feet)  VERTCON
QF0683  ___________________________________________________________________
QF0683  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
QF0683  GEOID HEIGHT-         -22.97  (meters)                     GEOID99
QF0683
QF0683  HORZ ORDER  -  FIRST
QF0683  VERT ORDER  -  THIRD ? (See Below)
QF0683
QF0683.The horizontal coordinates were established by classical geodetic methods
QF0683.and adjusted by the National Geodetic Survey in March 1998.
QF0683
QF0683.The NAVD 88 height was computed by applying the VERTCON shift value to
QF0683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
QF0683.The vertical order pertains to the superseded datum.
QF0683
QF0683.The Laplace correction was computed from DEFLEC99 derived deflections.
QF0683
QF0683.The geoid height was determined by GEOID99.
QF0683
QF0683;                    North         East     Units   Scale      Converg.
QF0683;SPC ME E     -   163,002.826   411,457.321   MT  1.00005270 +1 00 14.9
QF0683;UTM  19      - 4,998,616.123   650,745.747   MT  0.99987942 +1 21 31.0
QF0683
QF0683:                Primary Azimuth Mark                     Grid Az
QF0683:SPC ME E     -  MAGUERREWOC                              281 24 38.2
QF0683:UTM  19      -  MAGUERREWOC                              281 03 22.1
QF0683
QF0683|---------------------------------------------------------------------|
QF0683| PID    Reference Object                     Distance      Geod. Az  |
QF0683|                                                           dddmmss.s |
QF0683|        CHAMCOOK RM 2                                      22723     |
QF0683|        CHAMCOOK RM 3                                      23829     |
QF0683|        CHAMCOOK RM 4                                      24312     |
QF0683|        CHAMCOOK RM 5                                      28157     |
QF0683| QF0765 MAGUERREWOC                         APPROX.15.8 KM 2822453.1 |
QF0683| QF1988 CHAMCOOK RM 1                         8.831 METERS 32336     |
QF0683|---------------------------------------------------------------------|
QF0683
QF0683                          SUPERSEDED SURVEY CONTROL
QF0683
QF0683  NAD 83(1992)-  45 07 29.74773(N)    067 04 59.45738(W) AD(       ) 1
QF0683  NAD 83(1986)-  45 07 29.74999(N)    067 04 59.45895(W) AD(       ) 1
QF0683  NAD 27      -  45 07 29.48592(N)    067 05 01.54757(W) AD(       ) 1
QF0683  NGVD 29     -       190.71   (m)          625.7    (f) LEVELING    3
QF0683
QF0683.Superseded values are not recommended for survey control.
QF0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
QF0683.See file dsdata.txt to determine how the superseded data were derived.
QF0683
QF0683_MARKER: B = BOLT
QF0683_SETTING: 66 = SET IN ROCK OUTCROP
QF0683_MAGNETIC: N = NO MAGNETIC MATERIAL
QF0683_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
QF0683+STABILITY: POSITION/ELEVATION WELL
QF0683
QF0683  HISTORY     - Date     Condition        Recov. By
QF0683  HISTORY     - 1857     MONUMENTED       NGS
QF0683  HISTORY     - 1955     GOOD             IBC
QF0683  HISTORY     - 1985     GOOD             NOS
QF0683
QF0683                          STATION DESCRIPTION
QF0683
QF0683''DESCRIBED BY NATIONAL GEODETIC SURVEY 1857 (ADB)
QF0683''ON CHAMCOOK MOUNTAIN, ABOUT 3-1/2 MILES NORTH OF ST ANDREWS.  THE
QF0683''STATION IS ABOUT 30 FEET SOUTH OF THE SUMMIT, IN A SLIGHT DEPRESSION
QF0683''IN THE BARE ROCKY LEDGE, NEAR THE NORTHERN CORNER OF A GROWTH OF
QF0683''TIMBER ON THE SOUTH SLOPE OF THE MOUNTAIN.  A GOOD ROAD LEADS TO THE
QF0683''TOP OF THE MOUNTAIN.
QF0683''
QF0683''STATION MARK IS A COPPER BOLT SET IN A DRILL HOLE IN THE ROCK, WITH
QF0683''DRILL HOLES, EACH 3 FEET FROM THE STATION, FORMING A SQUARE WHOSE
QF0683''DIAGONALS INTERSECT ON THE STATION MARK.  THE WESTERLY DRILL HOLE IS
QF0683''PARTLY OBLITERATED.
QF0683''
QF0683''REFERENCE MARK 1 IS A GS OF C BRONZE REFERENCE DISK SET IN A DRILL
QF0683''HOLE IN THE BARE ROCKY LEDGE, ON THE HIGHEST POINT ON THE MOUNTAIN
QF0683''NORTHWEST OF THE STATION, WITH THE ARROW POINTING TO THE STATION.
QF0683''SHANK ONLY IN 1955.
QF0683''
QF0683''REFERENCE MARK 2 IS A COPPER BOLT LEADED IN A DRILL HOLE IN THE
QF0683''LEDGE SW OF THE STATION, WITH AN ARROW CUT IN THE ROCK POINTING TO
QF0683''REFERENCE MARK 4 AND DISTANT 23.10 FEET FROM IT.
QF0683''
QF0683''REFERENCE MARK 3 IS THE TIP OF AN ARROW CHISELLED IN THE LEDGE
QF0683''SOUTHWEST OF THE STATION, POINTING TO THE STATION.
QF0683''
QF0683''REFERENCE MARK 4 IS A COPPER BOLT LEADED IN A DRILL HOLE IN THE
QF0683''LEDGE, INSIDE A TRIANGLE CUT IN THE ROCK WSW OF THE STATION ON LINE
QF0683''TO STATION COOPER.  A DRILL HOLE IS FARTHER OUT ON THIS SAME LINE.
QF0683''
QF0683''REFERENCE MARK 5 IS A COPPER BOLT LEADED IN A DRILL HOLE IN THE
QF0683''LEDGE WEST OF THE STATION.  AN ARROW POINTS TO REFERENCE MARK 4.
QF0683''
QF0683''REFERENCE MARK 6 IS A COPPER BOLT LEADED IN A DRILL HOLE IN THE LEDGE
QF0683''WNW OF THE STATION, APPROXIMATELY IN LINE WITH THE WESTERLY OF THE
QF0683''4 DRILL HOLES AROUND THE STATION.  AN ARROW POINTS TO REFERENCE MARK
QF0683''4.
QF0683''
QF0683''AN IRON RINGBOLT IS WNW OF THE STATION 9.2 FEET.
QF0683
QF0683                          STATION RECOVERY (1955)
QF0683
QF0683''RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1955 (NWS)
QF0683''STATION AND REFERENCES RECOVERED OK EXCEPT THAT SHANK ONLY OF
QF0683''REFERENCE MARK 1 WAS RECOVERED.
QF0683
QF0683                          STATION RECOVERY (1985)
QF0683
QF0683''RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1985 (WVH)
QF0683''THE STATION WAS RECOVERED AT THIS DATE.
QF0683''IT WAS FOUND IN GOOD CONDITION.
QF0683''
QF0683''TO REACH THE STATION FROM THE POST OFFICE AT THE FOOT OF THE PIER
QF0683''IN DOWNTOWN ST ANDREWS, GO NORTHWEST ON WATER STREET FOR 0.5 MILE
QF0683''TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO 0.2 MILE TO AN
QF0683''INTERSECTION AT ARENA.  TURN LEFT AND FOLLOW ROUTE 127 NORTHWESTERLY
QF0683''FOR 0.3 MILE TO A FORK.  TAKE RIGHT FORK AND GO NORTHWESTERLY FOR
QF0683''2.1 MILES TO A FORK.  BEAR RIGHT AND GO 0.7 MILE TO THE ROSSMONT
QF0683''INN.  OBTAIN PERMISSION FROM PROPRIETOR MR. G. BREWIN TO PACK UP
QF0683''GRASS ROAD TO STATION.  THE STATION HAS A VERY LIMITED VIEW
QF0683''ALTHOUGH REFERENCE MARK 1 IS PARTIALLY CLEAR TO THE WEST.
QF0683''
QF0683''THE STATION IS A COPPER BOLT STAMPED---09100---, AND IS
QF0683''SORROUNDED BY FOUR DRILL HOLES ABOUT THREE FEET DISTANT.  THESE
QF0683''WERE ALSO RECOVERED.  REFERENCE MARK 1 TAPED DISTANCE AGREED
QF0683''WITHIN 0.01 FOOT, ONLY THE DRILL HOLE REMAINS.  THE MAGNETIC
QF0683''BEARING FROM THE STATION TO RM 1 IS 340 DEGREES.  REFERENCE MARK
QF0683''5 TAPED DISTANCE AGREED WITHIN 0.01 FOOT.  THE BOLT IS STAMPED---
QF0683''091006---.  THE MAGNETIC BEARING FROM THE STATION TO RM 5 IS
QF0683''300.5 DEGREES.  THE HORIZONTAL TAPED DISTANCE RM 1 TO RM 5 IS
QF0683''7.244 METERS.
QF0683''
QF0683''DESCRIBED BY G.E.L.